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HomeMy WebLinkAbout44477-Z FFOI,�CpG Town of Southold 11/24/2020 P.O.Box 1179 0 o ! 53095 Main Rd y�►�1 �ao� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 41624 Date: 11/24/2020 THIS CERTIFIES that the building ACCESSORY GARAGE Location of Property: 635 Church Ln, Cutchogue SCTM#: 473889 Sec/Block/Lot: 96.-1-15 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 11/20/2019 pursuant to which Building Permit No. 44477 dated 12/4/2019 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: accessory two car garage as applied for per ZBA#7310, dated 9/26/2019. The certificate is issued to Kuhlmann,James of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 44477 8/28/2020 PLUMBERS CERTIFICATION DATED Chto * d S gnature ��g11FFOLlre TOWN OF SOUTHOLD �y BUILDING DEPARTMENT 3 TOWN CLERK'S OFFICE o . SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 44477 Date: 12/4/2019 Permission is hereby granted to: Kuhlmann, James PO BOX 604 Greenport, NY 119440604 To: construct an accessory garage as applied for per ZBA approval. At premises located at: 635 Church Ln, Cutchogue SCTM # 473889 Sec/Block/Lot# 96.-1-15 Pursuant to application dated- 11/20/2019 and approved by the Building Inspector. To expire on 6/4/2021. Fees: ACCESSORY $378.40 CO -ACCESSORY BUILDING $50.00 Total: $428.40 Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and "pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy- $.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 Date. New Construction: �'�J Old or Pre-existing Building: (check one) Location of Property: �5- e1��.-r: � z House No. �-- Street / Hamlet Owner or Owners of Property: y L�--= s J�re� a_ Suffolk County Tax Map No 1000, Section 9 Block Lot /Y Subdivision Filq L/q-�-� ed Map. Lot: Permit No Date of Permit. Applicant: �,.�tc �c i� o �� Health Dept. Approval- Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ Applicant Signature ®��oF sov��®� Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 a sean.deviin(c')_town.southold.ny.us Southold,NY 11971-0959 ® a0 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: James Kuhlmann Address: 635 Church Ln city Cutchogue st: NY zip: 11935 Building Permit* 44477 Section: 96 Block: 1 Lot. 15 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: BJ Electric License No: 2670ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Commerical Outdoor X 1st Floor Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic Garage X INVENTORY Service 1 ph X Heat Duplec Recpt Ceiling Fixtures 1 Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt 2 Wall Fixtures 1 Smoke Detectors Main Panel 200A A/C Condenser Single Recpt Recessed Fixtures CO2 Detectors Sub Panel A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO Transformer UC Lights Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 2 4'LED Exit Fixtures Pump Other Equipment. 30 Circuit Panel- 3 Used Notes: New Service and Garage Wiring Inspector Signature: Date: August 28, 2020 S.Devlin-Cert Electrical Compliance Form.xls qqq �o��OF SOpj�olo # # TOWN OF SOUTHOLD BUILDING DEPT. `�rouxn '' 765-1802 3 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] ° OUNDATION 2ND [_ ] INSULATION/CAULKING [ FRAMIN STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY- [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: � qp 5rW i 41 fA -� 7� � a✓� �W✓ l t// Co - DATE INSPECTOR pF 50Ulyo� l I 7 6-1, # # TOWN OF SOUTHOLD BUILDING DEPT. �yco 765-1802 INSPECTION, [ ] FOUNDATION 1ST [ ] ROUGH PL13G. :[ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ]' FRAMING /STRAPPING [ ] FINAL " [ ] FIREPLACE & CHIMNEY ' [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ELECTRICAL (FINAL) [ ] CODE VIOLATION [(_] PRE C/O REMARKS: DATE L INSPECTOR �- OF 50UTyolo TOWN='OF SOU.THOLD BUILDING DEPT. cou765-1802 lNSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND ° " [ ] " SULATIOWCAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE &CHIMNEY [ ] FIRE SAFETY INSPECTION- FIRE] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: AfCfJ** (p� A"-V\ l DATE INSPECTOR Operating Business Address:1075 Franklinville Rd,Laurel W 11948 RCNIiFCfURE tu:' Business Phone:(516)214-0160 Anthony Portillo:(716)572-4741 September 24th,2020 RE:Kuhlman Garage 635 Church Lane Cutchogue,NY To Town of"Southoid Building Department; s - - i I conducted a site visit-at 635 Church Lane,Cutchogue;NY to inspect the foundation and footings.Based on myInspection the foundation and footings were completed,to meet NYS Building Code and the architectural plans.Please feel free to contact my office,if you have any questions. Sincer ly, SDAPC M. z r Anthony Portillo,RA,LEER AP (P�"9n 03740,� Q-� . . OF 14, . 1-� NOV 1 2 2020 `l- i FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION (1ST) v� y ------------------------------------ �d FOUNDATION (2ND) Z co r 1 ' ROMA ROUGH FRAMING& � � y t PLUMBING d r INSULATION PER N.Y. y STATE ENERGY CODE ll v FINAL avm ADDITIONAL COMMENTS DL - 5 -V\ - a �'� G � � -fit- Q i � rn X ' � b �Oz x d 'OWN OF SOUTHOLD BUILDINGPERMIT APPLICATION CHECKLIST ;UILDING DEPARTMENT Do you have or need the following,before applying? 'OWN HALL { Board'ofHealth' OUTHOLD, NY 11971 4 sets of Buildinp'Plans 'EL: (631) 765-1802 Planning Board approval 'AX: (631) 765-9502 Survey outholdtownny.gov PERMIT NO. _ � Check ' Septic Form _! N.Y.S.D.E.C.` Trustees C:4,.d Permit FlA - - xamined ;20 ; 'y-y 'Single&Separate NOV 2 0 2010 Trass-Identification.Form Storm-Water Assessment Form Contact: pproved 20 Mail'to•' ,isapproved a/c-. "'' _ Y Phone: xpiration 20 •Y , IKE�F9 Buildin Spector D APPLICATION-FOR BUIUANG PERMIT OCT 8 Date, , 20 Bim, GgDE,PT. INSTRUCTIONS , a.�i p 1caloMLD MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 its of plans ecurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or reas, and waterways, '\4 , ., . • c. The work covered by this application may not be'commenced before issuance of Building Permit. d, Upon4a�,proval of this application,the,Building Inspector will issue a•Building Permit to the applicant. Such a permit hal I be kept on the premises available for inspection throughoufi the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector ;sues a Certificate of Occupancy, f E,very..bui`din perrnit shall expirre-if the wokk authogz$d.has'r of commgneed,within-12 month after the date of >sei iiee o ha =riot beep nQmpleted'within 8_ bnt s�fro such date.If no'zofi2earilefidmeA bar other gulations affecting the roperty have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an ddition six months. Thereafter, a new,perr�iit shall,be r�quirod. . APPLICATION IS HEREBY`IkApE to th4,BuildingT epa ffihn nt for the is of a Building Perrriit pursuant to the ;uilding Zone Ordinance of the Town of Southold,Suffplk CountyiNew York,and'other•applicable Laws,.Ordinances or regulations, for the construction of buildings, additions, or alterations or for removal,or•demolition as herein described. The pplicant agrees to comply with all applicable laws, ordinances,building code,housing code, and regulations, and to admit uthorized inspectors on premises and in building for necessary inspections. (Signature'of applicant or name,if a corporation) (Mailing address of applicant) )tate whether applicant is owner, lessee, /agent, ar itect, engineer, general contractor, electrician, plumber or builder dame of owner of premises ,J e,...,,� s'. ter�+��., ..✓ (As on the tax poll or latest deed) f applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) 3uilders License No. ?lumbers LicenseN'o. Electricians License No.- Other o:Other Trade's License No. 1. • Location ofnd on or hi roposed Pwill be done• ,` `` - - 7TH Hamlet House Number = freet '�t 4�� a��nv:caro., i County Tax Map No. 1000 Section '�-4•�'sB7oc1{� ` ;x +'�`>'�`;'`'r Lot 2. State existing use and occupancy,of premises and intended use and occupancy of proposed construction: a: Existing use and-occupancy, b. -Intended use and occupancy 3. Nature of work (check which applicable):New Building �� Addition Alteration Repair ' "" " Removal Demolition Other Work (Description) 4. Estimated Cost ''/0 Fee (To be paid on fling this application) 5. If dwelling,-number of dwelling units Number'of dwelltnFurnts on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7, Dimensions of existing structures, if any: Front 7/ Rear J/ .,� Depth Height �of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new'coiistruction:Front -- - - -Rear 6!plx �`•= ..'ti-1j ti Height Number-of sferlesA ,• U 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner' 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance orryregulation? YES NO V ,i. 13. Will lot be-re-graded? YES NO '✓ Will excess fill be remov-ed•fromn premises? YES NO V 14. Names of Owner of premi`s'es _ _ _ Address "Phone.,No. Name of-Architect '. :. ,A,ddz;e-ss' i Phone'No Name of Contractor '`rP2tZr.t" r `tr�,A.ddress, 15 a. Is this property• pwithin 100 feet of a tidal wetland or a freshw4tervetlaAd? :YES NO • * IF YES, SOUTHOLD TOWN TRUSTEES'& D.E:C:PER-MilTS`M-AY'BE,REQUIRED. b. Is this property within300'feet of attidal wetland?:* YES * IF YES, D.E.C. PkRMITS,1MY,�BE'REQUIR'ED. " 16. Provide survey, to sale, with accurate foundation`plan and distances to property lines.' 17. If.elevation at•any point ori proper*-is at 10-feet or below,must provide topographical data on survey. , , 18. e�there any coyena9tsZ1 epi ons w h respect to this property? * YES NO ,-PROVII 'COPY. STATE OF NEW YORK). xl� S• COUNTY Ol: J SS `"•'"ttebjtt 3�swa , depiiher la s that(s)he is the applicant (Name of individual signing contract)labove iiamed, - (S)He is the (Contractor,Agent, Corporate Officer, etc.) , of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; , that all statements contained in this application are true to the best of his-knowledge_and belief; and that the work will be performed in the manner set forth in the application filed therewith: Sworn tobeforeme this day of20 g' RACEY L. DW, YER ox NOTARY,;PUBLIC,STATE OFNEW YORK l NO.01 DW6306900 otary PublicQyy DIED IN SUFFOLKignature of Applicant COM. I SION E)e1RES.JUNE30.2 L FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: November 1, 2018 TO: James Kuhlmann 635 Church Lane Cutchogue,NY, 11935 Please take notice that your application dated October 26, 2018 For permit for an accessory ggrage at Location of property: 635 Church Lane, Cutchogue,NY County Tax Map No. 1000—Section 96 Block 1 Lot 15 Is returned herewith and disapproved on the following grounds: The proposed construction of an accessory garage is not permitted pursuant to Article III Section 280-15 which states, ,,In the Agricultural-Conservation District and Low-Density Residential R-80 R-120 R-200 and R-400 Districts, accessory buildings and structures or other accessory uses shall be located in the required rear ard." The proposed accessorygarage is located in the front (Ohorgnature Cc:File, ZBA FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: November 1, 2018 _J RENEWED: March 14, 2019 TO: James Kuhlmann 635 Church Lane Cutchogue,NY, 11935 Please take notice that your application dated October 26, 2018 For permit for an accessory garage at Location of property: 635 Church Lane, Cutcho ug e,NY County Tax Map No. 1000—Section 96 Block 1 Lot 15 Is returned herewith and disapproved on the following grounds: The proposed construction of an accessory garage is not permitted pursuant to Article III, Section 280-15, which states, ,,In the Agricultural-Conservation District and Low-Density Residential R'-80,R-120,R-200 and R-400 Districts, accessory buildings and structures or other accessory uses shall be located in the required rear ard." The proposed accessory garage is located in the front yard. orize Signature Cc:File, ZBA r' BOARD MEMBERS 0�*�� $l�UryOl Southold Town Hall Leslie Kanes Weisman,Chairperson h Q 53095 Main Road •P.O.Box 1179 Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes �pQ Town Annex/First Floor, Robert Lehnert,Jr. 54375 Main Road(at Youngs Avenue) Nicholas Planamento ycouffm Southold,NY 11971 http://southoldtownny.gov DECEIVED ZONING BOARD OF APPEALS f-i 14A 0 3'1004 TOWN OF SOUTHOLD OCT - 1 2019 OCT ® 2 2M9 Tel.(631)765-1809•Fax (631)765-9064 0 0 , �n mx ry � _ --),r Sou old Town(/CCllerk n7- FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF SEPTEMBER 26, 2019 ZBA FILE: #7310 NAME OF APPLICANT: James Kuhlmann PROPERTY LOCATION: 635 Church Lane, Cutchogue,NY 11935 SCTM No. 1000-96-1-15 SEORA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK.COLNTYADMINISTRATI_V.E 04DE: This,application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated May 3, 2019 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: The relief, permit, or interpretation requested in this application is listed under the Minor Actions exempt list and is not subject to review under Chapter 268. OFFICE OF THE ENGINEER: The office of the town engineer in a letter dated August 27, 2019 stated that "according to John Sepnoski the southern driveway is the only legal deeded access to the site. Currently, the existing residence is using a private road on the Northerly side of the site which located on Town Property. This driveway is not recorded as a Town Road and therefore the Town does not provide for road maintenance. Access to the driveway should be redirected to the driveway on the Southerly side of the site. The Office of the Town Engineer did not submit a deed of the subject property, title search of past deeds and easements, or any proof confirming that the applicant does not have legal access to Church Lane. The applicant submitted a survey by John T Metzger LLS dated May 11, 2017 and last updated March 6, 2019 which labels Church lane as an asphalt road. ' The Zoning Board of Appeals does not have sufficient proof to determine that the applicant must redirect the existing driveway. PROPERTY FACTS/DESCRIPTION: The parcel is a non-conforming 20,397 square foot lot located in an R-40 zone. The parcel runs 157.47 feet on Church Lane, 157.07 feet along a Gravel Road, 131.36 feet on the East side Page 2,September 26,2019 ` #7310,Kuhlmann SCTM No. 1000-96-1-5 and 128.48 feet on the West side. The parcel is improved with a 2 story frame house. All is shown on a survey by John T. Metzger LLS dated May 11, 2017 and last updated March 6, 2019. BASIS OF APPT,TCATTON: Request for a Variance from Article III, Section 280-15 and Building Inspector's March 14, 2019, Notice of Disapproval based on an application to construct an accessory garage; at, 1) located in other than the code required rear yard; located, at 635 Church Lane, Cutchogue,NY. SCTM No. 1000-96-1-15. RELIEF REQUESTED: The applicant requests a variance to construct a garage in a front yard location where the rear yard location is required. ADDITIONAL INFORMATION: The architectural plans submitted by the applicant show the garage doors on the South side of the garage facing the"gravel road". FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on September 12,2019 at which time written and oral evidence were presented. Based upon all testimony, documentation,personal inspection of the property and surrounding neighborhood, and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law $267-b(3)(b)(1). Grant of the variance(s)will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The subject property is adjacent to a church and is located across from property owned by the Town of Southold. It is accessed via two streets off of County Road 48. There are a few other single-family homes with two front yards in this neighborhood. Accessory garages are code `"permitted-ages off residential- ro erties•-and-the- ro osed-�loeation gives-tho- are e then eatest-front.- ard..sethack__-...,___..... � p P p P P g . g g ~ t>1' y possible. 2. Town Law §267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. The property does not have a code conforming rear yard location therefore any proposed location for the accessory garage will require the benefit of an area variance. 3. Town Law $267-b(3)(b)(3). The variance(s) granted herein is mathematically substantial, representing 100% relief from the code. However, there is no conforming location to place the accessory garage than the location the applicant proposed to place it. 4. Town Law $267-b(3)(b)(4). No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code. 5. Town Law $267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase_ 6. Town Law §267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of an accessory garage while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. Page 3, September 26,2019 #7310,Kuhlmann SCTM No 1000-96-1-5 RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Dantes, seconded by Member Lehnert, and duly carried, to GRANT the variance as applied for, and shown on the Architectural Plans prepared by Anthony M. Portillo Architect dated March 28,2019, and the survey prepared by John T.Metzger LLS, last revised March 6,2019. That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or,a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variance(s) granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, ,extensions, or demolitions, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action: In the event that an approval is granted subject to conditions, the approval shall not be deemed effective until the required conditions have been met; and failure to comply therewith will render this approval null and void. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Pursuant to_Chapter_.280-1.46(B)__of.the, C90e of the Town of Southold any variance_gran ted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured, and/or a subdivision map has not been filed with the Suffolk County Clerk,within three (3) years from the date such variance was granted. The Board of Appeals may, upon written request prior to the date of expiration, grant an extension not to exceed three (3) consecutive one (l.)year terms. Vote of the Board: Ayes: Members Weisman (Chairperson),Dantes,Acampora, Planamento and Lehnert. (5-0) c Qeslie Kanes 'Weisman, Chairperson Approved for filing/ /d /2019 (/ BOARD MEMBERS O�"pF SOjyOl Southold Town Hall Leslie Kanes Weisman,Chairperson ti p 53095 Main Road •P.O.Box 1179 Southold,NY 11971-0959 013 Patricia Acampora Office Location: Eric Dantes G �pQ Town Annex/First Floor, Robert Lehnert,Jr. C 54375 Main Road(at Youngs Avenue) Nicholas Planamento ou�, Southold,NY 11971 hap://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631)765-1809•Fax(631)765-9064 October 21, 2019 Patrick Miceli OCT 2 8 2019 Miceli Contracting Co., Inc. 47 Hill Street East -- Wading River,NY 11792 Ms , Re: De Minimus Request,File#7310 Kuhlmann, 635 Church Lane, Cutchgue SCTM No. 1000-96-1-15 Dear Mr.Miceli; I am in receipt of your letter, dated October 9,2019,requesting a de minimus approval for a slight change to an approved proposed accessory structure to be located upon the above referenced premises. The letter that you submitted indicates that your client has decided to move the building slightly per the survey provided. The survey shows the same front yard and side yard setbacks as approved, but depicts the structure as more aligned with the front yard property line. Since the yard setbacks for the proposed garage, nor size of the structure have not changed,no de minimus approval is required; and therefore,the proposed accessory garage depicted as better aligned with the southerly lot line will be acceptable. Please be advised that all conditions set forth in Appeal No. 7310 will still apply. Contact our office if you have any further questions or concerns. I will instruct the office to send a copy of this letter and your request to the Building Department. Si cc ely, NZ eslie Kan s Weisman Chairperson CC: Michael Verity,Building Department 4 10/9/19 Att:Town of Southold Building Department Re- Kuhlman To whom it may concern, My client was given approval to build a detached garage per ZBA'file no 7310. We have decided to move the building slightly per survey provided. Please issue a building permit in new location. Best, Patri C<Miceli RECEIVED Miceli Contracting Co, Inc OCT 0 9 2019 Zoning Board of Appeals of fat BUILDING DEPARTMENT- Electrical Inspector UN 1 7 2020 TOWN OF SOUTHOLD - Town Hall Annex - 54375 Main Road - PO Box 1179 o • ; _t Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 roper.richert(cDtown.southold.ny.us APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY:" - Date: Company Name: Name: (20'8 'L� N� License No.: 06,7P ffl email: Address: 4-300 Nll�T� �v� �'t/T��fO a� /l 3 Phone No.: 5^/Z 9Y r 00/90 JOB SITE INFORMATION: (All Information Required) Name: AMC--s (J L miqmo Address: 11gc,,q L �'�-- Cross Street: e do v,5- Phone No.: 576 Bldg.Permit#: p N P«C Lt L1471 email: Tax Map District: 1000 Section: Block: ( Lot: /5- BRIEF DESCRIPTION OF WORK (Please Print Clearly) '240A-41P 4LAIN9i10y Circle All That Apply: Is job ready for inspection?: YES NO Rough In Final Do you need a Temp Certificate?: ES NO Issued On Temp Information: (All information required) Service Size 1 Ph 3 Ph Size: , A # Meters / Old Meter# New Service - Fire Reconnect- Flood Reconnect- Service Reconnected - Underground - Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: AAi6 PAYMENT DUE WITH APPLICATION Request for Inspection FormAs q i BUILDING DEPARTMENT- Electrical Inspector 4� frF � UN 1 7 2020 TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 y ? .Telephone (631) 765-1802 - FAX (631) 765-9502 roger. town.southold.n .us q Co? 1[— APPLICATION FOR ELECTRICAL INSPECTION - Dates - - UIT ,QUESTED-BY: Company Name: Name: License No.: ��� o m email: g 3Q� Address: C'vre-, a f 3 Phone No.: 57/0 JOB SITE INFORMATION: (All Information Required) Name: /yl div Address: • 'C �/�� Gyp-n�2 Gross Street: 4, .Phone No,: �9�a _ Bid- .P6rmit#: _ D ri X44/1 email: -- Tax Map District: 1000 Section: Block: t, Lot: BRIEF DESCRIPTION OF W9RK (Please Print Cleprly) Circle All That Apply: Is job ready for inspection?: YESNO Rough In Final Do you need-a Temp Certificate?: ES NO Issued On Temp Information: (All information required) Service Size 13 Ph ZJize: New Service - Fire Reconnect- Flood Reconnect- Service Reconnected - Underground -Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: T ' C _ /FIGS G� /2 UJI 14" 0-Attl hall- -AyMEN-T-_DQE-:W-I -kI-APRUGAT-I. N ------ Request for Inspection FormAs /�/ PERMIT# Address: Switches Outlets GFI's I Surface Sconces I H H's UC Lts Fans Fridge HW Exhaust Oven Dryer Smokes DW Service Carbon Micro Generator Combo Cooktop Transfer AC AH Mini Special: Comments w' l� 9' BUILDING DEPARTMENT-Electrical Inspector << TOWN OF SOUTHOLD t ®�. Town Hall Annex-54375 Main Road-PO Box 1179-Southol;d, NY 11971-0959 ®1 �� Telephone (631) 765-1802-FAX (631) 765-9502 Temporary Certificate # 779 Customer Name Date 2020 Address M u & /VA/ Electrician Name e-mail S UR C o U Phone S-/6 e-mail RPA �G License# �� Size_Z_A Phase Overhead Underground Remarks _ #of Meters #of Underground Laterals 1 2 New "H" Frame or Pole H P Was work done on Service? Y/N Fire Reconnect Flood Reconnect Old Meter# Application for electrical service equipment is on file with the'town of Southold Oen thea ppliccantt's,nottif cat on that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification i alid for ay om the date a v . 1 Authorized by r Scott A. Russell ��°�U � ST01KIAWA\TE K SUPERVISOR z I��/1CA\N A\GlEMIEN7C' SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOUTHOLD,NEW YORK 11971 y�0 Town of Sou th o l d CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOLES THIS PROJECT INVOLVE ANY OF 'I7FIIlE FOLLOWING: Yes No (CHECK ALL THAT APPLY) ❑ A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑L TJ B. Excavation or filling involving more than 200 cubicY ards of material within any parcel or any contiguous area. ❑ffC. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. Site preparation within 100 feet of wetlands, beach, bluff or coastal E]�D: erosion hazard area. ❑ Site preparation within the one-hundred-year floodplain as depicted -on FIRM Map of any watercourse. ❑-Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP,! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT (Property Owner,Design Professional,Agent Contractor,Other) S.C.T.M. #: 1000 Date r �/► Distract /� NAME: "�r� C v v \ \c.'Z l 15 Section Block Lot FOR BUILDING DEPARTNIENT USE ONLY Contact information rdrai,a,r��m�„ Reviewed By: — — — — — — — — — — — — — — — — — — Date: Property Address / Location of Construction Work. — — — — — — — — — — — — — — — — — ❑ Approved for processing Building Permit Stormwater Management Control Plan Not Required — — — — — — — — — — — — — — — — — ` ❑ Stormwater Management Control Plan is Required (Forward to Engineering Department for Review) FORM # SMCP-TOS MAY 2014 � r , SURVEY OF PROPERTY A T CUTCHOG UE TOWN OF SO UTHOLD 'NNIINSUFFOLK COUNTY X Y. 1000-96-01-15 \� o� SCALE.• V-- 30' �O o F �.�Cb, MAY 11, 2017 C�� ti 011-- � MARCH 6, 2019 (LOT COVERAGE) �� �v y,9 OCTOBER 2, 2019 (SET BACK REV1SlON) Ir u 01 \ �� \ '��coti•� roc C11%, �� 4r '\ Bldg Dept copy from ZBA c 3' o Final reviewed documents 4 ZBA File # Date: G V-P LOT COVERAGE LOT AREA = 20,397 SQ.FT.Os r �o �0 02 ,� OJ= QC ® 9 2019 HOUSE = 744 SQ.FT. C,S�p � �� ip U zOnin9 Boar fp �� � hqb Als 744/20397 = 3.66CS, yobsFPROPOSED HOUSE = 744 SQ FT. C& GARAGE = 110 SQ.FT. T Al 854 20397 = 4.29 o G` • - PIPE - LIC. NO. 49618 ANY ALTERATION OR ADDITION TO TH 15 SURVEY 15 A VIOLATION P (, n � P. OF 5EGT I ON 720`lOF THE NEW YORK STATE EDUCATION LAW. (631 7 C x (631) 765-1797 EXCEPT A5 PER 5EGT I ON 7209-5U6D I V 151 ON 2. ALL CERT I F I GAT I ON5 AREA=20,3,6�7 sq.f t. P.O. BOA--909 HEREON ARE VALID FOR TH15 MAP AND COPIE5 THEREOF ONLY IF SAID MAP OR COPIE5 GEAR THE IMPKE55ED SEAL OF THE SURVEYOR OT 0.468 ,ACRES 1230 TRAVELER STREET 17-028 SOUTHOLD N.Y. 11971 t SURVEY OF PROPERTY '�'\♦ AT CUTCHOG UE N \'\ TOWN OF SO UTHOLD j o �Tr sp SUFFOLK COUNTY, N. Y. o \�♦� �T,S, tip 1000-96-01 15 �\ ss6. �, � p<o T SCALE: 1'= 30' �0 \ / e ���,• � p� MAY 11, 2017 = -le ti OA- MARCH 6, 2019 (LOT COVERAGE) O� �O V) y OCTOBER 2, 2019 (SET BACK REVISION) O=� \rye. Fo�F OCTOBER 16, 2020 (GARAGE LOCA 770N) L( OA- p9L /(l RS O \ s � " Q -ct'z�,Lk V �1� Bch .. SUP �� \♦� AY 'k LIZ �v LOT COVERAGE LOT AREA = 20,397 SQ.FT. aV a2 -0 J � L T HOER USE G = 744 SQ.FT. c /s c tip Q,9��� , v � N 0 V e 4 20Z.Q GARAGE = 765 SOFT. Tc�'c O Qoh bh y�vs 1,509 SQ.FT. ti I '\♦ u� �� 1509/20397 = 7.4.E p� S�®�, �por,� �� � ,(1 �'�`�`v'�`r��','•1�'-�I�'ups co CO co cf • PIPE \ 7� p, ./ ' \ s •` -T LIC. NO. 49618 ANY ALTERATION OK ADDITION TO TH 15 SURVEY 15 A VIOLATION �,� PL' , , P.C. OF 5ECT I ON 7209OF THE NEW YORK STATE EDUCATION LAW. (631} 6 ( f3 X (631) 765-1797 EXCEPT A5 PER 5ECT I ON 7209-5UBD I V 15 I ON 2. ALL CERT I F I GAT I ON5 AREA=20,39 7 sq.f t. P.O. Bim°9a9~ HEREON ARE VALID FOR TH15 MAP AND COPIE5 THEREOF ONLY IF OT 468 ACRES 1230 TRAVELER STREET SAID MAP OK COPIE5 BEAR THE IMPKE55ED SEAL OF THE 5UKVE0. YOR 17-028 SOUTHOLD N.Y 11971 NOTES $ SPECI FI-ANIONS CARPENTRY 91Te WORK FA5E KEY: - rt 19 ra'LONTRACiOR9 RC9POIsl&LItt iO IceEF m19 COHSTR.cnOH OOGAENt 91NOEv I PLL LUMBER SHALL BE pOU6LA5 FIR LARCH 42 4 BETTER(Fb•WE)UNLESS I STAKEOUT IS TO Be PERFORMED BY A LICENSED SURVEYOR i062T16a AT ALL T—IT h ALSO THE COST——HE�POIBIEILRY TO READ PLL NTE. OTHERWISE NOTED STSIFIOAnob, 2 VERIFY ALL 61VEWI N DATA ON LRAN65 IF THERE 19 A DISCREPANCY TABLE R501'7 AND W FPYJVARISD M"M THE­`I——TO hOMK A—100 00 3 ALL CUSSES IN CRAWL SPACES TO BE Ib'AEOVE SCRATCH COAT CATON RECEIVE CLARIPIFROM ARLHITELT/@N&iNELR PRIOR TO PROLEmIN6 GENERAL NOTES B'MIN.FOUImATIEN EXPOSURC 9 EXCAVATE AND Bn K PILL FOR WORK INDICATED ON W3A iMES, ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS 0 �RIC O SILLS TO Be PT AND 5ELLRELY FLAWED WITH A TERMITE SHIELD,ALW STOCKPILE TOPSOIL OBTAINED FROM STRIPPING DRIVEWAY AND WILDING SITE 10 MbTO START UNTIL APPROVED PVA ARE OBTAINED PROM THE , APPLICABLE BUILDING DEPARTMENT PROVIDE SILL SEAL/INSULATION SIZE OF SILL TO EE(2) LHLEE5(U 2'Xb' STOCKPILE ALL EXCAVATED MATERIALS 5TRUC.TURAL MEMBER ALLOWABLE DEFLECTION 19 NECESSARY TO MATCH FLOOR HEISMT9 WITH THE EXISTING STRUCTURE 4 NEW AND EX15TINS BACK PILL MATERIAL ARE TO BE FREE OF WEEDS,TREE 2 ALL CONSTRUCTION SHALL Be PERFORMED IN A WORKMAN LIKE MANNER 4 AT FWSH FRAMIN6 02 16 BASE METAL J019TS HAN6ER9 BY'TECO'OR ROOTS,ROCKS,AND DEBRIS ALL SURPLUS MATERIAL THAT IS UNSUITABLE FOR RAFTERS HAVING,SLOPED GREATER THEN 9/12 LAW A-200.00 HOLDOWN,ANCHOR BOLT, ALL DIMENSIONS,CONDITIONS AND APPLICABLE INFORMATION OP E%19TH" EQUAL BACK FILL MATERIAL SHALL BE REMOVED FROM SITE STRLGTLRE/•ITE SMALL Be FIELD VERIFIED BY GENERAL CONTRACTOR W NO FINISHED CEILING,ATTAC O TO RAFTERS STRAPPING& ,T n15VIcnoN 9 MINIMUM COMLE IEADE-RS AND TRIMMERS ARDS ALL OPENINGS IN 5.PROTECT TREES WITHIN IBIWT FEET OP THE WILDING AND AvrHOR1n@s wAwNG 3 ALL WORK SHALL VICONFORM NATIONAL,STATE,AND LOCAL LODES FLOORS,ROOFS,AND WALLS INTERIOR NALL5 4 PARTITIONS HAW NAILING DETAILS _ b OQFCLe ALL JOISTS UNDER PARALLEL PARTITIONS POSTS,ARE BATH T,ES, F AT ON ON cra ANO A A-300.00 SITE PLAN 4 ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY UDN 1 CONTRACTOR9 TO VERIFY ALL DIMENSIONS OF EXISTING POUNDATIEN AS IT FLOORS 4 PLASTERED CEILIN65 LITW OF THE ONNER/SUILDER APPLIES TO THE NEW WORK BEING PERFORMED AND SHALL COORDINATE THE 5 ANY OMISSIONS OR DISCREPANCIES OP PLANS AND/OR JOB CONOITION5 T ALL BEAMS,61RDER5,ETC TO HAVE MIN OF 9-I/2'BEARING SUB•CONTRACTCRS IN SUCH A MANNER TO ASSURE THAT THE CONDITIONS OF ALL OTHCR STRULT.)RAL MEMBERS L/240 THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCWNT SHALL BE CLARIFIED WITH THE ARCXITELTEN6INEER BEFORE PROCEEDINS WITH THE WORK b MIN HEADER TO BE(2)2'110'UNLESS OTHERWISE NOTED 2 ALL FOOTINSS TO BEAR ON FIRM VIR61N,UNDI9TURe£D SOIL EXTERIOR WALLS W PLASTER OR STUCCO FINISH HA60 b NO DEVIATIONS OR CN.W6E5 TO THE STRLCTLRPL SYSTEM SW L Be MADE FTALL WOOD BILLS AND NO—IN CONTACT WITH MASONRY/CONCRETE TO BE 5501E TO HAVE MIK BEARING CAPACITY OF(U TON/90 FT,WN EXTERIOR WALLS-WIND LOADS W BRITTLE FINISFES L/24O A-400.00 FOUNDATION PLAN I N APPROVED BY THE ARLHITELT/EN611�ER. 10 ALL EXTERIOR 5HEATHIN6 SMALL Be NAILED AS PER FASTENINI6 SCHEDJLE 4 FOOTINOS TO REST A MIN OF 4A'BELOW GRADE UNLESS FLOOR PLANS I LONTRACTCR TO SCRIPT DIMENSIONS OF FOUNDATION WITH FLOOR PLANS ON PAGE A-1 GENERALLY,SHEATH—NS OF 1/2'THICKNESS ON WALLS AND OTHERWISE NOTED EXTERIOR WALLS-HIND LOADS W FLEXIBLE FINISHES L/120 BEFORE THE START OP FRAMING ROOF AND 15 OF COX GRADE.UNLESS OTHERWISE NOTED SEE FLOOR PLANS ROOF FRAMING PLAN B.DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES. FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN 9 WALLS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS,VDN APPLICABLE 1 6 NO BALK PILL SHALL BE PLACED AGAINST POIINDATION WALLS STRUCTURAL DESIGN LOADS A-500.00 9 DO NOT SCALE DRAWINGS NNRITTEN DIMENSIONS TAKE PRECEDENCE 11 SIB FLOORS-,GENERALLY TO BE OF 5/4'THICKNESS AND OF COX GRADE UNTIL X TIER OF FRAMING 19 IN PLACE ELEVATIONS NAILING AS PER PASTENIN&5CHEDIAE ON FACE A-1 AND GLEED,UON IO OWNER/WILDER ARE RESPONSIBLE FOR ALL INSPECTIONS APPROVALS, T POOTINCOSTO Be POURED CENLRETE or SIZE SHOWN ON DRAMN69 USE LIVE WLOAD DEAD LOAD BUILDING SECTION d' CERTIFICATES LENT OF OLLLPANCY OR COMPLETION AND VL APPROVAL 12 DXNERIOR SHEATHING TO BE COVERED WITH'TYVEK'HOUSE NRAP OR E'EWAL b ALL 65 FOR BEAR POCKETS,UTILITIES ETC TO 0E FILLED h II THESE SET OF DRANFfi ARE TIME PROPERTY OF ANTHONY PORTILLO,RA SOLID NIT, C CONCRETE EXTERIOR BALCONIES 60 pat 19 pal U AN)SHALL NOT BE ALTERED oR BE REPRODUCED WITOUT WRITTEN 19 BLOCK EXTERIOR STUD WALLS AT HALF STORY HEISMTS AND AT W PERMISSION FROM THE ARCHITECT UNWPPORTED EDGE 5EAM5 OF EXTERIOR SHEATHING 9 ANCHOR BOLTS WALL BE IN ACCORDANCE WITH PAGE A-2 DECKS 40 pa! 19 pal = J 12 THE ARCHITECT 19 NOT RETAINED FOR SUPERVISION OF THE WORK AND 15 t4 PROVIDE'X'CROSS BRACING AT JOISTS ST .AND RAFTERS WHEN SPANS 10 ALL CONCRETE TD HAVE AN ULTIMATE COMPRESSIVE STRENGTH AT 28, RESPONSIBLE FOR DEVON INTENT ONLY EXCEED b'-O'AND AT EVERY b'-L' DAYS OF 4,000 P 91,VD N PASSAHSER VEHICLE GARA,SE5 50 Pa! AS PER PLAN Q 19 THE CONTRACTOR SMALL OBTAIN CERTIFICATE OF OCCUPANCY 13 TOP RATES TO BE DOUBLED AND LAPPED AT CONNERS See ALSO PAGE 11 WHO SLABS TO REST ON HIN OF b'PINE 6RAVEL OR SAND WITH ATTICS WITROVT STORAGE(POOP BELOW 9 PITCH) IO f IS at 14 THE CONTRACTOR SHALL KEEP PREMISES REASONABLY CLEAN AT ALL A-2 6 MIL POLYETHTLENE VAPOR BARRIER UNDER F a p TIMES AT THE COMPLETION OF WORK,TME CONTRACTOR SHALL REMOVE ALL Ib APPLY ALL CONDITIONS ADDRESSED IN FASTEN—SCHEDULE AS 12 COPPER FLASH ALL JOINTS WHERE SLAB AWTY FRAMING ATTICS WITH STORAGE(ROOF ABOVE 9 PITCH) 20 pal 15 pal RUBBISH WASTE MATERIALS TOOL5.ETC,CLEAN BLASS AND LEAVE WORK NECESSARY, BROOM CLEAN 13 BRICK VENEER TO BE ANCHORED WITH CORROSION RESISTANT TIES- 15 THE CONTRACTOR SHALL LARRY NORKMANS COMPENSATION AND GENERAL Il PROVIDE ALL NAILING AND STRAPPING ADDRESSED ON PASE5 A-I (1)WALL TIE PER(5)SQ FT ROOMS OTHER THAN 9LEEPIN6 ROOMS 40 pal IS paP LIABILITY INSURANCE ALL SHALL COMPLY WITH STATE AND LOCAL LODES TXRWCiH A-5 14 FLASH JOINT AT BRICK LEDOE AND PROVIDE WEEP NOLES, SLEEPING ROOMS SO Pa! IS Psl AND ORDINANCES 16 AT NET WALL'PARALLEL TO JOISTS FRAME DOJBLE JOIST AS PER LODE MAX 92'-0'O.C,TO DIRECT ANY CONDENSATION TO THE EXTERIOR 16 THE CONTRACTOR SHOULD FULLY WARANTEE HIS WORK AND THE WORK OF GENERALLY,SEPARATE DOUBLE J015T THE THICKNESS OF WALL ABOVE SUB STAIRS 40 pal 15 pal THE SUB-fANTRALTORS FOR A PERIOD OP AT LEAST ONE YEAR AMR SHALL NEVER EXCEED A W SPAN 15 APPLY(U COAT OF TAR BASED WATERPROOFING TO EXTERIOR OF FOJMJ COMPLETION OF PROJECT A FROM FOOTWN TO 2'ABOVE FINISH GRADE USNUARORAILS AND HANDRAILS 200 t IS 1 19 AT ROE ISS PROVIDE ALL APPLICABLE NAILING AND STiAPPINS Pa Fa IT THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLE59 THE OWE !` A-1 TR, VI PER PAGE A-I THROUGH A•9 IG,NO CONCRETE OR SUNLESS WORK IS TO BE PERFECTED O TEMPERATURES ARCHITE ALL SINMR,CLAIMS AND THEIR AGENTS AND EMPLOYEES FROM AHD OF ORE AND FALLING UNLESS APPROVED BY ARLHITELT/EN6INEER NO AGAINST ALL CLAIMS,NS CUT O LOSSES AND EXPENSES,E PERFORMANCE 20"P T'SPECIFIED PRESSOR@ PRE9ERV-LIES Y TREATED LNS Ca IN CONCRETE SHALL BE PEALED ON FROZEN 9�RPALES pa i9 paN FOR LATH ATTORNEYS FEES ARIED THAT CUT OF OR RESULTING FROM THE PERFORMANCE of ACCORDANCE u/AWPA ER WHERE DRILLING AND/OR CONTAIN OCCURS,FIELD ROOF LOADING(LIVE o GROUNp SNOW LOAD) 20 ! THE WORK PROVIDED THAT ANY SLCH CLAIM,DAMAGE LOSE OR EXPENSE(A) MEAL BYIBREP-W1SDSSAMMIINN6 01MRS ORR WAKINNS CONTAIN E%WO"'PER O�R qR�TECT/EINVESM BE PLACED IN CONCRETE UNLESS SFFLIFIED BY IS ATTRIBUTABLE TO BODILY INJURY,SICKNESS DISEASE OR DEATi OR TD ABSORBS NO MORE ALSO FOR HARDWARE USED WISH PT LIMBER 'ALL STRUCT R DESIGN CONSIDERATIONS ARE IN CONFORMANCE WITH INJURY TO OR DESTRLOTION OF TANGIBLE PROPERTY(OTHER THAN THE WORK CONTRACTOR 15 TO INSTALL HARDWARE THAT IS—IFIED BY IT LUMBER IB PROVIDE BITUMINOUS.YJINTB BETWEEN SLABS AND FOUNDATION WALLS AND ITSELF INCLUDING THE LOSS OR USE RESULTN&THEREPROIN(B)IS COAPTED IN MANUFACTURER WON AS,HAWSERS,NAILS SCREWS,FLASHING,ANCHOR BOLTS WERE EVER APPLICABLE ASCE T-ID(MININNR4 DESIGN LOADS FOR WILDINSS AND OTHER STRUCTURES) WHOLE OR IN PART BY ANY NEGLIGENT ALT OR OMISSION OF THE ETC FOR LOCATIONS SUCH AS,LEDGER BD,SILL RATE,DECK CONSTRLOTION CONTRACTOR,ANY 5MOONTRACTOR ANYONE OIRELTLY OR INDIRECTLYETC ANY REFERENCES TO CLA ARE TO REPLACED WITH P T 19 UNLESS OTHERWISE INDICATED,ALL FOUNDATION FOOTINGS ARE TO Be A EMPLOYED BY ANY OF THEM,OR ANYONE FOR MDSE ACTS ANY OF THEM MAY MM 10"DEEP PRO-ECTIN6 6.ON EACH SIDE OF THE PWNDATION WALL GLIMATIG AND 6EOGRAPHIG DESIGN CRITERIA BE LIABLE REGARDLESS OF WETHER OR NOT IT 15 CAUSED IN PART BY A 21 LVL(LAMINATED VENEER LUMBER)DENOTES EITHER OF THE FOLLOWING, PROVIDE TWO a4 OCFORMED EARS CONTINUOUS IN THE FOOTING ALL 4"THICK PARTY INDEMNIFIED HEREUNDER A TRUSS JOIST MEMILLIAN 195 MICROLAM CONCRETE GLASS TO HAVE 6.6 10/10 WeLDED WIRE REINPERLING GROUND SNOW LOAD 20 LBS B 6EOR61A PACIFIC 2AE 6-P LAM 20 FOR 5E[OND STORY ADDITIONS EXIST PLUNDATIONS ARE TO Be VERIFIED IB ALL MATERIALS,ASSEMBLIEA AND METHOD OF CON5T411LTION INLLUDIN6 PSL(PARALLEL STRAND LWZ W DENOTES WT NOT LIMITED TO FORM-WORK,BLOCK-WORK FRAMING,NAILING,PLAGINS A TRU55 JOI5T M MILLAAN 2DE PARALLAM AS IN SOLID a S T)CONDITION WITH AN EXIST FOOTINS OP MIN 16'WIDE X S' BASIC WIND SPEED ISO MPH OF CONCRETE,BTC ARE W BE CAREFULLY SUPERVISED BY THE CONTRACTOR ALL TO BE METALLED AS PER MAW 5PECb DEEP<9'-O•BELOW TRADE TO BE SURE THEY ARE IN ACCORDANCE WITH THE ORAWIN65 SPECIFICATIONS, AFGO PLILABLE CODES AND OD PRACTICE DEVIATIONS FROM THE DRAWIN65 EXPOSURE CATE60RY B ANm SPECIFICATIONS WILL NOT SE PERMITTED WITH WRITTEN 23 FOR NEW WALLS A PERFORATED D TO THE A SYSTEM E DET THE AUTHORIZATION OF THE ARCXITELT/ENSINECR NOTES,AN TA ATTENTION IS DIRECTED TO THE APPLICABLE DETAILS, SEISMIC DE516N CATE60RY B NOTES,AND TABLES ON PA6E5 A-I,A4,4 A-3 WE FASTENING SCHEDULE 19 THE CONTRACTOR SMALL BE RESPONSIBLE FOR ANY SHOP ORAWIN'- SPECIFIED THE REOD NAILING FOR THE WEATHIN6(ANY NAILING NEEDED,UNLESS OTHERWISE SPECIFIED ALL DIMENSIONS AND CONDITIONS SPECIFICATIONS ON THE FLOOR PLANS SHALL'JJFERSEOE THE FASTENING WEATHERING SEVERE PERTAIN ING ARE TO BE FIELD VERIFIED SCXEGILFJ HOLOOWNS OPERATE IN LONJJNCTION WITH THE PERFORATED SHEARWALL SYSTEM(INSTALL AS PER APPLICABLE DETAILS.MAW SPEC b) FROST LINE DEPTH 51-D. 20 CONTRACTOR TO REMOVE 4 RELOCATE AS REWIRED ALL EXISTING WORK HOEDOWN LOCATIONS ARE SPECIFIED ON THE FOUND/FLOOR PLANS MACH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER 29 LOWNRI BFARN6 AS FOLLOhS. TERMITE MODERATE TO HEAVY 21 ALL MATERIALS ARE TO BE INSTALLED AS PER MANRACTLRER5 WOOD POSTING TO BE BLOCKED SOLID TO FWND WALL w/END CRAIN SPECIFICATIONS UNLESS NOTED OTHERWISE TREATED MOOD<FLASHING STEEL COLUMN5 ARE TO BEAR LPON FOUND ALE BARRIER REWIRED YES WALL w/STEEL SHIMS 4 A MIN 5/4'OF HON-SHRINK ORWL 22 PLEASE NOTE THAT THESE PLANS ARE PROTECTED AGAINST ANY SECURE w/(y 1/2"0 ANCHOR BOLTS(4•LONG EXPANSION BOLTS O UNAUTHORZE,USE UNDER FEDERAL LAW BY THE ARCHITECTURAL WORKS EXIST WALLS 4 12'LONG HOOKED BOLTS 0 NEW FMD WALLS)FOR ANY CEPYRIGHT PROTECTION ACT OF 1990(AWCPA),WHICH HAS SEVERE PENALTIES POSTINS 6 C.MU WALL 5Ee PLAN FOR REWIRED REINFORCING(6 MIN Ib' WIDE 3 COURSES OF SOLID BRICK MASONRY CENTERED®POSTING,UO NJ BUTIIII WEN COLUMN OR POSTING 15 PART OF THE LOAD PATH FOR USE IN A SHEARWALL ALL ANCHORS MAKING AN ATTACHMENT ARE TO Be / STANDARD 9HEARWLL HARDWARE(M/NOTED VALMS)4 ANCHOR BOLTS F UDN WITH TOP CAP5 6 STEEL COLUMNS TO SE MIN Y'BENT PLATE e'LONG R PERFN A ND ROLL W 6•RISE 4 W(2)%'O BOLTS THROUGH CENTER LINE OF VERTICAL LE65 I ALL NEW WORRK PERFORMED SHACONPORM TO THE 2015 INTERNATIONAL SET 5'DIST.,UDN-ADDITIONAL INFO IS FCUND ON PAGES A-I THROWH A-5 O BUILDING CODE,2015 INTERNATIONAL RESIDENTIAL CODE,AND 2015 PROPERTY uW1 MAINTENANCE CODE F ASPHALT REEFING FINS WI5 G 2 REFERENCE STANDARD CMEDONNECTION FOR ALL WOOD FRAME&,CONNECTIONS OF I ALL SLOPED ROOFING SHIN6LE5 SHALL BE GAF-LLA55-A ASPHALT ROOFING MOOD FRAMIAS,AND LONNELTION TO FCMDATION-200 HOOD FRAME SHIN6LE5 OR APPROVED EQUAL CONSTRUCTION MAWAL BY AF 4 PA 2 SHINGLES SHALL W APPLIED OVER IS•WILDING FELT UNLESS OTHERNISE ICE 9 ALL PLUM91N6 WORK SHALL CONFORM TO THE 2015 INTERNATIONAL PLUMBING NOTED AL50,CRIER PROM)OPTION TL APPLY GAF-NEATHXITERI TCN AGE CODE AND WATER BARRIER FROM EDGE OF CAVE TO 24"NSIDE EXTERIOR WALL LINE 4 24"FROM ALL VALLEYS,AND ROOF PLASMIN&CONDITIONS 4 ALL MECHANICAL WORK SIAM IE CONFORM TO T3019 INTERNATIONAL eP&7ti MECHANICALICALCODE AND 2015 INTERNATIONAL FUEL 6A5 CODE 9 PROVIDE PLASMINS NECESSARY FOR WATER TIGHT AND WEATHERPROOF LONSTROTION €' 5 ALL ELECTRICAL WORK SHALL CONFORM TO 2011 NATIONAL ELECTRIC LODE. NEPA TO AND 3015 INTERNATIONAL ENERGY CONSERVATION CODE q ROOFING IS TO BE APPLIED IN STRICT ACCORDANCE WITH MAHIFACTURERS SPECIFICATIONS -I nTF ON L DENOTEI ADAPTED FROM STANDARD FOR WRRICATIE RC-SISTANTRESIDENTIAL 5 WAILING Or ROOFIN4S SHALL BE TO CODE ® ®� CONSTRUCTION SSM IO-99 AND 2015 SBL HIGH WAND EDITION MOOD FRAME 6 CORROSION RE51STAW 11 BABE ROOPIN&HAIL5 AND IS SACC STAPLES ARE CONSTLILTION PERMITTED I A LONTIN­S LOAD PATH BETNEEN POOTIN6S FOUNDATION WALLS FLOORS,STVDS AND ROOF FRAMING SHALL BE PROVIDED T PROVIDE(2)LAYERS OF 15•AEFHALT W ILDIN6 FELT UNLCRLAYMENT FOR 2 APPROVED LENNECTORS,ANCHORS AND OTHER FASTEN—DEVICES NOT 2,12 PITCHES TO 4,12 PITCHES O INLLUI IN THE 5TANDARD OD BUILDINS LE SEDTION 2506 OP ABL SHALL SE USED IN ACCORDANCE WITH MAWFACTIRER5 RECOMMENDATIONS 6 ASPHALT SH-NGLES SMALL EE TESTED TO DETERMINE THE RESISTANCE OP 9 METAL PLATES,CONNECTORS.SCRENS,BOLTS AND NAILS EXPOSED THE SEALANT TO UPLIFT FORGES MING ASTM D 696, DIRECTLY TO THE WEATHER OR EUBJECT TO SALT CORROSION IN COASTAL AREAS SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED 4 WHERE WINDOWS AND DOORS INTERRLFT WOOD STRUCTURAL PANEL PR CT: SHEATHINGAND SIDING,FRAMING ANCHORS OR CONNECTORS SHALL BE -LAGS WIHDLW3 AND DOORS PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE STS,HEADER STLDS 1 ALL&LA55 TO BE INSULATED LOW-E,NLESS OTHERWISE SPECIFIED K U H LMAN N AND AT LEAST ONE STUD AT EACH SIDE OF OPENING 9 ,STRAPS SMALL BE ATTACHED TO EACH PAIR OF OPPOSING 2 6LA59 DOORS AND WINDOYYS SHALL NOT BE INSTALLED UHTIL PROPER RAFTERS EXDEFT WHERE COLLAR TES OF IXb OR 2X4 LUMBER 15 LOCATED CLEARANCES ARE PROVIDED GARAGE IN LPPER THIRD OF ATTIC SPACE AW ATTACH TO EACH PAIR OF RAFTERS 6LFLIFT CONNECTORS SHALL BE PROVIOEO AT EACH RAFTER 0-1- 9 ALL SLIDING 6LA55 DOORS,SKYLIGHTS,AND ANY GLASS UNIT INSTALLED I FLOOR TO FLOOR NOIR-DOW N5 TO BE PROVIDED EV<RY 46 AND EVERY WITHIN Ib'OF FIN15HE2 FLOOR SMALL BE OF INSULATED TEMPERED GLASS, - S WININ W OF EXTERIOR CORNERS UNLESS OTHERWISE NOTED b SILL PLATB TO FOUNDATION ANCHORAGE,SILL PLATE SHALL SE ANCHORED TO THE FOUNDATION WITH ANCHOR BOLTS HAVING A MIN BOLT DIAMETER 4 ALL 6LAE5 VNIT5 SMALL BE INSTALLED IN STRICT ACCORDANCE WITH 635 CHURCH LANE OF I-AND 9•X9%b'WASHERS A MINIMUM OF ONE ANCHOR BOLT SHALL BE MANUFACTURERS SPECIFICATIONS PROVIDED WITHIN 6 TO 13 INCHES OF EACH END EF EACH PLATE ANCHOR CUTCHOGUE,NY 11935 BOLTS:MALL HAVE A MINIMS EMBEDMENT OF T'M CDNLRETEIMASONRY 5 ALL WINDOWS TO EE CA KED AND SEALED AS PER NEW YORK STATE POIMOATIONS ANCHOR ED LTS SHALL BE LOCATED WITHIN 13'OR CORNERS EINERSY CONSERVATION CODE AND AT SPACINS NOT EXCEEDING 4'ON CENTER 6 PROVIDE FLASHERS PANS ILMM ALL SLIDING 6LA55 DOORS WINDONS,OR DRAWING TITLE- ANY OTHER TYPE OF 61-A5S UNIT WHEN WITHIN 6'OF AN EXTERIOR SURFACE ELECTRICAL. 'I ALL EXTERIOR DOORS ARE TO BE WEATIEReD STRIPPED AND PROVIDE ALL GENERAL NOTES I.ALL NEN.Y INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM SCREENS AND HARDWARE NECESSARY FOR PROPER FUNCTION OF 51YH UMTS PROJECT/ZONING DATA TO 2011 NAT ONAL ELECTRIC LODE,NEPA TO AND=11 INTERNATIONAL ENERSY CONSERVATION CODE a ALL CLASS 15 TO Be FREE OP SCRATCHES ANm IMFERPECTIONS 6LA55 SHOULD BE WE ARANTEED BY TMANJFACN R FER A PERIOD OF 5 YEARS Bldg Dept copy from ZBA O 2 CONTRACTOR WILL FLRNISFI A FIRE UNCERWRITERS CERTIFICATE UPON LOMPLETOV F NOCK 9 ALL R WINDOW TO BE ANDERt�I IF CONTRACTEE YS TO SU OF THE WITH Final reviewed,�OCUR'lent$ ANOTHER WINDOW MANUFACTURER IT IS THE RESPONSIBILITY E THE �l7`// 9 SMOKE DETECTORS,IN C.LNFORMA DB MITA♦ K T2r CONTRACTOR VERIFY THAT THE seta NITERISTIOE IF THE WINDOW MATCH ZBA F e# PAGE, GENERALLY,VERIFY OR PROVIDE WARD WEED C CHARACTERISTICSISTICARE OF THE ANDERSEN NOT LINT SPECIFIED THE SMOKE DETECTORS W BATTERY BALK-UP IN, CHARACTERISTICS ARE AS FOLLOWS,OUT NOT LIMITED TO,05515E PRESSURE Date• �` A EACH SLEEPING ROOM RE MENI ,LLPACTOR LIGHT AREA VENT AREA AND EGRESS ®® B AREA IN E OF @ADH STEARATE SLEEPIl16 10 WINDOWS IN NB/51OWER ENI AND WITHIN STAIRWAYS SHALL BE AREA IE TIMMEDIATE OF TEMPERED 6LP55 THE BEDROOMS(GENERALLYLLY THE TE H4LLHAY) G EVERY LEVEL OF OMELLP'6 BASINT.FIRST FLOOR 4 SECOND FLOOR ETC) DATE•03/28/19 1 OF 5 C+ FASTENING SCHEDULE A GON5TRUGTION DETAILS 6 WIND LOAD PATH ANGHOR BOLT 5PEG IF I GATI ON5 NOTE,TH15 SCHEDULE DOE5 NOT INCLUDE NAILING FOR METAL FRAMING STRAPS (SEE PACE A-2 FOR STRAPPING AND NAILING REQUIREMENTS, GONNEGTION DETAILS AND ROUGH OPENING FRAMING REQUIREMENTS) ALL NAILING 15 A GENERAL 5PEGFICATION.IT APPLIES UNLESS NOTED OTHERWISE NOT TO SCALE SPECIFICATION(WFCM TABLES 5.2A 4 525,P 112) CORNER 6•-I]• FOR ALL STRUCTURES, FASTENER SPEC FASTENER coND171ONDESCRIPTION gx. %'0 ANCHOR SOLT5 6 s,_9_•OL AND QUANTITY 5PAGIN& �..,.••,r,.;,.,• ROOF 8 CEILING FRAMING h NOTES WOOD JOIS WOOD JOI O RAFTER TO TOP PLATE(TOE-NAIL) REWEST S,i'.IF NEEDED PER RAFTER I MIN V EMBEDMENT INTO CONCRETE H/B"SQUARE WASHERS AND END NUT SETUP, LEILIN6 JOIST TO TOP PLATE(TOE-NAIL) REDDEST 5K IF NEEDED PER J015T BLOGKIN 15'EMBEDMENT FOR CMU(BLOCK)POUND 4 FILL JOIST HANCGE END TOP TWO COURSES SOLID LEILIN6 JOIST TO PARALLEL RAFTER(FACE-NAIL) REQUEST SK IF NEEDED EACH LAP e, CONDITION 2 ANCHORS NOTED HEREIN ARE NOT TO BE USED FOR COUSb JOIST LAPS OVER PARTITIONS WACE-NAIU 9-16d COMMON EACH LAP GIRDER/HEADS _ OR REPLACED BY HOLD DOWNS FOR SHEARWALLS WOOD GIRDER O HOR BOLTS ARE TO BE BETWEEN b'6 12" COLLAR TIE TO RAFTER(PALE-NAIL) REOUZST SK IF NEEDED PER TIE WOOD JOIST PLAN DIAGRAM OF ZONES 9 ANC FROM ENDS AND CORNERS(1140 O CORNERS) BLOCKING TO RAFTER(TOE-NAW 2-Btl EOMI ON EACH END (SEE DIAGRAM TO LEFT) 4 COORDINATE H/HOLNOWN LOCATIONS RIM BOARD TO RAFTER(END-NAIL) 2-16d COMMON EACH END JOIST FRAMING OVER WOOD GIRDER JOIST FRAMING FLU5H WITH 51RDER/HEADER WALL FRAMING w TYPICAL NAILING/STRAPPING REQUIREMENTS FOR 1cc UPL 1 FT, SHEAR, I$ LATERAL W IND RES 15TANGE TOP PLATE TO TOP PLATE INAW 2-16d COMMON PER FOOT w TDP PLATES AT INTERSECTIOONSNS(FACE-NAIL) 4-16d COMMON JOISTS-EA SIDE I— � TYPICAL NAILING/STRAPPING REQUIREMENTS FOR UPLIFT,SHEAR,4 LATERAL WIND RESISTANCE STUD TO STUD(FACE-NAIL) 2-16d COMMON 24'OL L) HEADER TO HEADER(PALE-NAIL) Ibd COMMON 16'OL ALONG EDGE a WALL STUD WALL STUDa GONNEGTION DI B D2 TOP or BOTTOM PLATE TO STUD(END-NAIL) 1-16Q COMMON PER STUD BOTTOM PLAT BOTTOM PLA ___< BATHTUB 5UB FLOOR BOTTOM RATE i0 FLOOR JOIST,BAND JOIST, 2-16d COMMON I� PER FOOT DOUBLE JOIS DOUBLE JOTS ENDJOIST,Or BLOCKING(FADE-NAIL) AT STUD TO FLOOR ASSEMBLY TO SILL F FLOOR FRAMING - PLATElS)GONNEGTION FOR STRAP- 3 15 yeLOMMON NAILS O EA JOIST TO SILL,TOP PLATE or BIRDER ROE-NAIL) 4-bd COMMON PER JOIST END OF STRAP(WRAP STRAP UNDER SILL PL) BRIDGING TO JOIST(TOE-RAIU 2-Bd COMMON EACH END D / FOR EA PLATE TO STUD ABOVE 4 OR BELOW- BLCLKIN6 TO JOIST(TOE-NAIL) 2-Bd COMMON EACH END DOUBLE JOIST FOR UNDER A BATHTUB DOUBLE JOIST FOR NON-BEARING WALLS fib_d COMMON NAILS \ BLOCKING TO SILL or S-Ibd COMMON EACH BLOCK ALTERNATE CONNECTION -ABOVE STUN TO TOP PLATE(TOE-NAIL) FLOOR CONNECTION�- • LPT4 SIMPSON(OR T SOCIAL)®PLATFORM TO SILL PLATES LEDGER STRIP TO BEAM(PALE-NAIL) S-16d COMMON EACH JOIST STANDARD/ALTERNATE JOIST ON LEDGER TO BEAM(TOE-RAIU S-bd COMMON PER J015T KING STUDS BAND-JOIST TO JOIST(END-NAIL) 9-16d COMMON PER JOIST 4 BAND 121ST TO SILL a TOP PLATE(TOE-NAW 2-16d COMMON I PER FDOT RAFTER CRIPPLE STUD ROOF SHEATHING HEADER NAILING/STRAPP NG W I NDOW/DOOR HEADER STRWTURAL PANELS,(SEE ALSO GRAPHIC Bd COMMON b"EDGE/12"FIELD INTERIOR ZONE THI5 SECTIOW 6d COMMON b'EDGE/12°FIELD TOP PLATE PERIMETER ZONE (4"OL o CABLE JACK STUDS NOTATION A-NUMBER OF 84 NAILS O PA END OF STRAFFIND El 1,P 151-2-0 GEI L I N6 SHEATHING WALL STUD B-NUMBER OF SILL SNDS-ON FLAT(DOES NOT APPLY-DOOR51(9]90 P N.-2-1) L-NUIEA S OF FULL HEADER (S STUDS O EA SIDE OF!@.APER(9291-P 195-ALTERNATE329D P6 194-2000 GYPSUM YUV-LBOARD Stl LCOLERS T'EDGE/10'FIELD D-NlMBNO OF 16d NAILS.1 SIDE 0 IHROLY ADJACEM KING STUD TO END OF HBADER O EA SIDE(3T P ISl 1 WORKSHEET-2001) E-NJMOER OF JACK STUDS O EA END OP HEADER(5221 PI9I —) WALL SHEATHING D P-NMBER OF I.NAILS Elm-NAILED TNRLU6H ADJACENT JACK STUD TYPICAL HEADER CONNECTION ALTERNATIVE RAFTER TO WALL STUD CONNECTION A TO END OF 511-1-(5)O EA SIDE fO S NOT APPLY TO ODORS) G (90,P 151 4 H KSHEET-2001) STRUCTURAL PANELS 6tl COMMON b'E06E/12'FIELD WIND RESISTANT GONSTRUGTION GONNEGTORS B E 6YP5M WA BDARD 9d LGGLER4 7'EOGE/10°FIELD FASTENING SCHEDULE B ROUGH OPENING FRAMING REOUIREMENT5 FOR NINOOW/DOOR OPENINOS ^� P IIN,.LLDRDANLeHI�mnDFRAMP FLOOR 5HEATHING(5UBFLOOR) $ CONNECTION LOCATION PART NUMBER- NOTES RIDGE-TO-RAFTERS G520®21" APPLY TO EACH PAIR OF RAFTERS A NOTATION STRUCTURAL PANELS, �� eDNgrwe OPN6 ❑❑❑❑�❑❑ I'or LESS btl COMMON b'EDGE/12'FIELD 4 RAFTER-TO-WALL HI'i APPLY TO EACH RAFTER GREATER THAN I' lOd COMMON 6"EDGE/6'FIELD D RAFTER-TO-PLATE H8 or H25 APPLY TO EACH RAFTER 2-0• 2 I I 1 I 4'-O' 4 1 2 2 2 2 PLATE-TO-WALL STUD G520(0 18" APPLY TO EACH WALL STUD 2ND FLOOR WALL-TO-IST FLOOR WALL LFTA or 6520® 36" APPLY TO EACH WALL STUD REOJIRE5 SILL PLATE OF 2"xb'(MIN) b•-0^ 5 B B REOUIRES(3)2•x12"HDR(MIN) BID- T 2 5 4 4 4 ,^ P HEADER-TO-JACK STUD G520® 12" APPLY TO EACH JACK STUD �A CRIPPLE STUD-TO-HEADER H3 APPLY TO EACH CRIPPLE STUD 740 SHEAR WALL HOLDDOWN ANCHOR SST516 APPLY TO EACH 51DEWALL END 15T FLOOR-UNDER-51LL PLATE 0520 WRAP UNDER DOUBLE SILL PLATE ®� P 1 VIy� (USE WITH 3"SQUARE WASHERS) USE THE FOLLOWING OR APPROVED SIMPSON METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION SPL I G I NG OF TOP PLATE FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY PROJECT. t-TTMre-1KUHLMANN TOP PLATE SPLICE REQUIREMENTS TOP RATE SPLICE REOUIREMENTS GARAGE FOR WIND-EXPO51/RE5 BCL- FOR WIND-EXPOSURES BCG- GONTIN0005 BUILT-UF GIRDERS, THREE OR MORE SUFFORT5 ALL OTHER CASES ONE STORY SIRS ON GRADE CONNECTION PATTERN SCHEDULE _ HUILDIN6 MINIMUM SPLICE BUILDING MINIMUM SPLICE— CONNECTION C')4 Ab DIMENSION(FTJ LENGTH(FT) DIMENSION MT) LENGTH(FT) 635 CHURCH LANE DESCRIPTION pATrERNASSEMBLY RED . CUTCHOGUE,NY 11935 MADE UP Huc S]• WHEN GIRDERS MADE UP NU J015T5 NAILED TOGETHER 12'•0" 7'-O'!2'-6' i2b' 3'-O` tZ NOFb I°a w.Iu•,r of SUPE R SIDE ARE RE TIO BE ODER THREE OR MORE SUPPORTS,JOINTS ARE TO HE LOCATED BETWEEN ONE ry)xOHs q°wase D•Ot •H SIXTH AND ONE SUPPORT THE SPAN LENGTH FROM AN Ib'-o• s'-0•/B-9` 16'-0• a•-0• DRAWING TITLE: ❑1�3 a eQrS•u oc sr E INTERMEDIATE N ONE T NO TWO ADJOINING JOISTS • NOR MORE THAN ONE THIRD THE TOTAL WMBER,ARE 201-0• 4'-0•/5•-0• 20•-0• vo• HOEDOWN,ANCHOR BOLT, °�° °I=S"b� M Mwx ga• TO BE JOINTED ON THE SAME 510E OF THE SUPPORT STRAPPING,&NAILING DETAILS fy cw.b u=•a mLn.Ib•Dc NAILING, STRUCTURAL DESIGN LOADS 24.04 TWIG-PIECE O ARE TO BE NAILED FROM ONE SIDE 28'-O• S'-0•/6'-3• ]B'-0° ,•-G• Bldg Dept copy from ZBA Fora •tnBetOeK eex9ra o O'oe 6EIj-"gib WITH IOd NAILS,ILS,TW_S NEAR EACH END OF EACH PIECE ,,,...III,,,...III���,,, xeH2 NSIDeDr•nEHID4R OTHERS STAGGEREDWITH ADISTANCE OR INCHES 92'-0' 6'-0"16' 92'-O' V-O• Final review�e crents BETWEEN NAILS INA HORIZONTAL LINE NA GIRDERS ARE ��( -(� RD6v oN 0)91oe TIP reFBen TO H HAILED FROM EACH SIDE H/IOd NAILS,TWO NEAR ,µ PAGE- EACH x aovs S-9)v�1aLK N:RE•,e.]4 O EACH END OF 22-D JOIST,OTHERS AA6 RIZON W A na,AT®SFLwe 1-eNbns AZDC•,e r FLAre•To-rov RAre 96'-0' TLO°/B'-9' %'-0' 9'-O' BA FII Tf ONO, DISTANCE OP 82°BETWEEN NAILS INA HORIZONTAL LINE 1-c0NEGL*mMvSINs]-t60 NA¢S FeR FOOT FOR•+HORIER"'-IU / / L ,])Ra+6 5•rr853IX14 SLroR.,]•OL PROVE $PKIN9 SMALL Se REDUCED Ix LROER TO 4O•_O. b•-O'/1O'-D• 4O'•O• 11'-OA /J� —fes • Date: ® BOn,5me a Mntae F M^'�92• THREE-PIECE GIRDER5 ARE TO BE NAILED W 206 NAILS AN eaNVALENr NeRER a wIu y PacrmSR.ocK _ C 00 ON EA SIDE H/TWO NEAR EA END OF EA PIECE,INCLUDING w *e•-n��5T•'^`+5'•�A aNL—focATED 50'-0° lO'-0•/12'-6' 50'-O' K >xxenS a n•a INTERMIOIATE JOINTS,AND w/THE OTHERS 6TA66ERED H/ ,W—S•rwBSLOCK eLReHf•24 eErrEe+1,. A DISTANCE OF NOT MORE THAN 92'BETWEEN NAILS INA L mn sPLlce m A.E MS¢o ON 6 FGrn MALL 6p-0• 12'-0'/19-0' 60'-0• L sermty ON eom _ v4 oPA HORIZONTAL LINEJertrtS kT,¢TAWLAreD unrt ra3,A,.Fdin^Ds svui ee wLnFueD m wa, DATE 03/28/19 2 OF 5 IENNTNE HALL 1£IbNTS MAnFLY T,£ABOVE l0'-O' 14'-0° TD'-D• 19•_0• y>re, F FOUR-PIECE CIDERS ARE TO BE A55EMLED E SHOWN,AND u HOteo Wn SrtIGe LeNOIN er Tte­MIT FOOT).1'Lµ6N�LL^wN�no�xreP°ATre co,e.mLT� R S•+ALLw NAILED w/20d NAILS A5 SPECIFIED FOR THE THREE-PIECE fADDiTKMALLY,Roan w to rwe rEAKESr Foor)� � e0N2anoN PAr,ePN B)a¢x IO�iAare"n° H GIRDER q AL1-.I I� 60'-O' Ib-0° 6CJ'-O• n,e mOnS�m OSra or McHPF,c- FOLR-Pe4e'AANCHORINS.9T¢rs5lnli rn+dS OR¢R wn,Tim` F I2H4L iM19 LOLIMN�W MArwLIER GIRDERS ARE TO BE SECURELY ANCHORED TO MASONRY PIERS' Id-r Hw. NAILED TO WOOD POSTS OR BOLTED TO STEEL COLUMNS <roP FLATeS SHAu Be A MIwW.M OP 5Tm e:vuce W.reRuu DESCRIPTION AREA LOT COVERAGE SCTM# 1000-q(9-1-15,LOT AREA = 20,341"! 5F,R-40 TOTAL LOT AREA 20,541-7.0 5 F MINIMUM REQUIRED EXIST PROPOSED COMPLIES EXISTING HOUSE -7441 5 F. 5.(0% EXISTING PORCH 4 STOOP 500 5F 0.2% MAX HEIGHT 22 0' 00, 1-75, YES PROPOSED GARAGE -7440 5F 540% SIDE YARD 200, 00, :25 0' YE5 SETBACK TOTAL AREA OF ALL STRUCTURES 155951 5 F '75% FEAR SETBACK 100, 00, 450, YE5 MAXIMUM COVERAGE ALLOkIEP = 2096 744 0' YES FOOTA5E 00, MAX SQUARE '750 uj CHURGH LANE 5, SITE THIS NOTES N ARCH TECT5 SITE PLAN 4 15 5UBJEr-T TO VERIFICATION BY A LICENSED SURVEYOR THE INFORMATION REPRESENTED ON THIS SITE PLAN 15 TO THE ARCHITECT'S BEST OF KNOWLEDGE 2 SURVEY INFORMATION NA5 OBTAINED FROM A SURVEY DATED NO\/ME5ER 25, 200q AND PREPARED BY FECONIC SUPI/EYOR5,PC PO BOX 9041 SOUTHOLV,NY liq-71 510, TELEPHONE (651)165-5020 \\\ C) r-VRC) x, I CONc. PORCH PROPOSED 204' N GARAGE Lu Lu 740 �00 OF N LLI Lu — < PROJECT: KUHLMANN GARAGE V L 14-V :20 4' 635 CHURCH LANE tONr, 570OF CUTCHOGUE,NY 11935 DRAWING TITLE- Lu SITE PLAN PAGE, (ORAVEL ROAD) from ZBA 5FA Bldg Deot copy A-300 Final revie e I d cuments ZBA D DATE'03 28 SITE PLAN Late. . Sr,ALM V-0"-10--0" ` \ I ` GENERAL SYMBOL KEY _=j EXISTI146 TO BE DEMOLISHED Q ARD WIRED SMOKE DETECTOR r==Zl EXISTIN6 TO REMAIN SM W/BATTERY BACK-UP P(� CARBON MONOXIDE D fi k-_—� NEW WOOD FRAME(Lb L�O DETECTOR d f' '"`i1 STL WHEN APPLICABLE) D NEW PARTIAL I- ARD WIRED SMOKE AND CARBON S 5TL 5W60 MONOXIDE DETECTOR COMBO WAN APPLICABLEE) WOOD FRAME(LW BATTERY BACK-UP -------------------------------- P=TA NEW FOUNDATION WALL ® 50 L FM EXHAUST ,;-I. •.F•.•,.'.•I .' ------- '.-- - -T. a•.I - - _ '' FAN A/DAMPER I r, r--------------� - y MIN.(1)1'x4"STRUCTURAL 50 C F H EXHAUST I I ® POST FOR 4°WALLS FL FAN 0 L16HT COMBP I GONG•F IOOTIN6 MIN(2)2•x6•STRUCTURAL W/DAMPER I I I DST FOR b'WALLS),UON I;'� i �•;; I I I WNDAi10!wAAALL FLOOR PLAN NOTES I I I I DUj I •^ I S� ONE GAR I� �0 z � i:l � �0I- POOR NOTE q I I NEW 4•P CONL I I I p °' ON SLAB i O I INSTALL NEW INTERIOR DOORS WHEN GALLED n I GRAVVEEL B-EI I to I x S OUT ON PLANS BY'JELD-WEN'(OR EQUAL) I _'0X10 HWM _j 2 INSTALL NEW EXTERIOR DOORS WHEN GALLED I•`.I LPr+Ea;�oP sLAs I�• I Ig Q OUT ON PLANS BY'THERMATRU'(OR EOVAL) I r �C11FE:D IN PLACE 3 DOOR TYPE TO BE SELECTED BY OWNER I p1iR1NE I OVERr@'w ovErteenD 4 INSTALL AS PER MANU SPEG's Dooa DOOR �- ---A -- -- -I--- ---- , 1 1 I 1 I WINDOW/DOOR'FRAMINU O2 SEE PAGE A-2 FOR FRAMING ELEMENTS AROUND DOORS AND I I 6ARA6�DOOR 9'-O'(W 6'-O°fw 6 DOOR 9'-0"(W x a-D•(W WINDOWS(TYP FOR ALL)UON I'r I Irl I VO PER MAN_'-c b) I I /a PER AN sPEdS) 1 LI "• I PAM_L 2x11 HEADER \I I/ (2)2X02 HEADER \1 (2)]x10 -----------,------------ ---- '-J 1 I ABOVE GARAGE DOOR ABO•/E GARAGE DOOR H@ADER I A.I.EXCAVATIONS SHALL NOT UNDERMINE EXIST ADJACENT 'a-`Y----92° .b'-i"-=-=-=-m9'-D• P�-Ti--�3- ` S-O"-i 9'-O" -�2-0"�' 9'-O" �-2'O•-i-9'-O tB'-O-� FOUNDATIONS BY AN ANGLE OF 45'PRO.ELTED OUTWARD AND Q DOWNARD FROM THC BOTTOM OF @%ISTIN6 ADJPLEM FOOTINGSy CONCRETE APRON CONCRETE APRON 2 IF HATER ENCOUNTERED DURING POURING OF LONG•EXCAVATION L 5HALL BE DEHATERED THE PDDR SITE SHALL REAIN DRY FOR 29''0• - ENTIRETY OF POUR CONTACT ARCHITECT—W HATER ENCOUNTERED D 5 POURED CONCRETE SHALL BE KEPT MOST FOR A MIN OF 14 DAYS y D 4 ALL FOUYDATION 4bIRK SHALL BE 4,000 P51 POI.REO CONCRETE AT 26 DAYS LL AND SHACONFORM TO THE CU W AGI 516 LODE 5 ALLREIN' BARS SHALL BE DEFORMED CARBON STEEL FOUNDATION PLAN F I RST FLOOR PLAN ASTHA6 5 GRADE 6O W M FOR 5LAB5 DO NOT NEED TO BE EPDXY COATED BCALE�1/4"=1'-O" SCALE 1/4"=I'-O" 6 U ON REBAR LAPS SHALL EE A MIN OP 40 DIAMETERS ALL LAPS sHALL Be STAGGERED I PROVIDE MECHANICAL DEVICES TO HOLD STEEL.-ARE IN PLACE AT TIME OF POJRIN6•MAINTAIN REOVIRED CLEARANCES COVERAsm'Atm PLUMBNE55 B GEMENT SHALL CONFORM TO ASTM L-55 FOR STANDARD WEIGHT CONCRETE D 6U MR 413'ALUM D hEW 9'x2'ALUM HIGH POINT GUTTER fT/FJ pOWNSPOV((TYPJ I r--------------------------------- E I I Qi I M. P 6X6-10X10 HAMOF I i BE WEEN CENTER 1 I SECURED N PLACE Y DURING POUR (22)216.P T.911-1-PLATES ASA-ELD 0 ��� 4�T R SEAL WON TO RIDGE—_—trvi 2 x 0 RSD 't 4' TO RIp6E -—- I POST TO RIDGE 4'POURED SONNC nit � KED ANGIHOR MOLTS m Q III 6 MIL POLY 39.OLSMA,,W 3-SARE WASHER: NENONUTs` )). V M' \ SECTIO ALSO SEE ANCHOR BOLT RETARDER x..AAI SECTION ON PAGE A-200 U 4'GRAVEL BASE '�I�e FITCH 6RADE UPON I I g� FCOMPACTILL • • PROJECT: (2, TREBAR`' •'I 6R 2 M(MIN)P KUHLMANN a n a i aRE oL ,I1 , GARAGE I Ib'.OOG I•,C O� 1.REFER Ei- TO PGA� A6EA-2D0 FOR A _ I ASPALTIC Q STRAPPING OF ALL AMP 011E COMPONENTS 635 CHURCH LANE „I PROOFING CUTCHOGUE,NY 11935 L-------------------- -----------J ' 1)=5 REBAR coNrlre,ous • DRAWING TITLE: • n NEW 9'x2'ALUM 4'zS'ALUM GUTTER 5 REBAR aoWrsPa,r rrcP) GUTTER rtYPJ NIGH POINT bD•oc "IL.: � FLOOR PLANS D' (3)115 REBAR ' 3'MI b ROOF PLAN PAGE, 5CALE 1/4'=1'-O' n FOUNDATION HALL DETAIL A-400 Bldg Dept copy from ZBA Final reviewedd�cy�mems DATE 03/28/19 4 OF 5 ZBA Fi # 71 U Date, / / ' 1 OENERAL SYMBOL KEY. _:1 EXISTING TO BE DEMOLISHED Q HARD WIRED SMOKE DETECTOR l SM w/BATTERY BACK-UP EXISTING TO REMAIN CARBON MONOXIDE H- -� NEW WOOD FRAME(Lb COO DETECTOR NOTE s SECTON F=�'�'''1 5TL WHEN APPLICABLE) FINISH SGI�DULE HARD WIRED SMOKE AND CARBON TOP OP RID6_E_______ I� NEW PARTIAL HEIGHT S/O MONOXIDE DETECTOR COMBO WOOD FRAME(Lb STL w/SATTERI BACK-UP WHEN APPLICABLE) ------ ==j NEW FOUNDATION WALL ® 5FAN0 C-Fw/MDAMPEXHAUST ER B� ® MIN(2)2"x4"STRUCTURAL ® 50 G F.M,EXHAUST ----•- --- '•"-� --- _ tl - FL POST FOR 4'WALLS FAN 1 LIGHT COMBPW DAMPER - - - (MIN(2)2'xb'STRUCTURAL --—- P05T FOR b'WALLS),VON TOP PLATE ELEV•101'____--____ - Lu U TOP OP SLAB____ ❑ 11 __ ❑ ❑ - - -- --_— __._ ` Q ELEV 03 � _ - -- -A, AVG GRADE `�_—' _- NEWSIDING-SEE NEW SIDING-SEE, NOTE o SECTION NOTE o SECTION SOUTH ELEVATION (FRONT) EAST ELEVATION (RIGHT 51DE) SCALE 1/4"=P-O' 51-ALE.1/4°=1'-0" ROOPIN.-SEE NOTE o SECTION 1 FINISH SCHEDULE 12 SECTION NOTES - - 2 D -- �,r. (D7YPIGAL EXTERIOR WALL CONSTRUCTION. "^-x-a,.;: -ter. ...,,.,...,•,.i "�._'"c:.,:x;r -;,..: • UPON"TYVEK"HOUSE WRAP(OR EQUAL) New slDna,-sEe -�SIVINs•-sem - o UPON 1/2"CDX PLYWD SHEATHING NOTE o SECTION NOTE o SECTION A RZZ ! ' (BLOCKIN6®ALL PLYWD SEAMS) 2"x4"STUDS®16"OC IN/DBL TOP PLATE WEST ELEVATION (LEFT SIDE) NORTH ELEVATION (REAR) Pr SCALE I/4"=I'-O" a SCALE.I/4°v I'-O" O TYPICAL ROOF $ CEILING CONSTRUCTION ti I R R,C J,8 6T AS NOTED ON PLANS(®SPANS OVER B'INSTALL"X"BRIDGING®CENTER OF TOP OF RIDGERIDGE AS PER SPAN,U O NJ ELEV Ila —-—-—-—-—-—-—-—-—-—-—-—-— PLAN �y • I/2"PLYWOOD FINISH —-- 3740 • CONT RIDGE VENT CONGEALED w/GAP 12 4 NA SHINGLES OVER = o� apR� � 0i' 1,4 S-111, N FAaIa oa CWAL PROJECT: OROOF RAFTERS STRAPPING DETAIL SEE DETAIL ON PAGE A-300 FOR STRAPPING KUHLMANN DETAILS A7 R R ENDS TOP PLATE CJ.AS PER PLAN IS'OL ELEV s10.2' -----------� VENTED SOFFIT GARAGE OROOFING NOTE. 1 s 4 1 Y3"CDX PLYWOOD SHEATHING(BLOCKING 0 ALL 635 CHURCH LANE PLYWOOD SEAMS) CUTCHOGUE,NY 11935 2 INSTALL NEW ARCHITECTURAL STYLE F 'TIMBERLINE'ASPHALT ROOFING SHINGLES BY NEw GARAGE o 'GAF'OR EQUAL,MIN GRADE 2AO 50 YR DRAWING TITLE. WARRANTY FINISH TO MATCH EXISTING COTTAGE ON SITE ELEVATIONS 5 INSTALL ICE AND WATER SHIELD FROM FASCIA ELEV' o�Aa---� PITCH ? 9LnP,B � PITCH SECTION UP TO:2 FROM INSIDE FACE OF 5TUD WALL �rsRADE 14 exe-loxlo w�.l.n IRADE�� AND AT VALLEYS -1-II- I i-III--�I"jLl-• ,� _ _ i _ _ _'I( I HI"1'i 4 INSTALL 15u BUILDING FELTQ(- 5 GAP SHINGLE OVER RIDGE 8 HIF5(AS REO'D) C. PROVIDE RIDGE VENT(AS REOV) -��l .--.Tr _o '• - ��-l I'1 -� m m m ._- a _ Bldg Dept copy from ZBA PAGE• T FLASH ALL VALLEYS �l T lll- _' 7l - 1�- FOR - MIL POLY VAPOR T:-•' Final reviewedcl�ments �e�® B INSTALL DRIP EDGE AS REQ'D -I1IRETARDeaAEove -_ - 73 iJ 9 INSTALL ALL AS PER MANU SPEC'S -11 - :Newexle•P - �f- .1 1 ZBA FI # _1 T GONG FpPTI - —III —1 — -_ Date: / / 01 51MINO NOTE -~ O I INSTALL NEW VINYL 51DING - - DATE•03/28/19 5 OF 5 2 ,TYVEK"HOUSE WRAP(OR EQUAL) 1 5 INSTALL ALL AS PER MANU SPEC's SECTION A/A-400 4 PROVIDE ALL NECESSARY TRIM SCALE.1/4"v l'-O" NOTES � 5F'EG I F=I GATION5 CARPENTRY 51TE WORK FA(5F. IT 15 THE CONTRACTOR'S RE5PON5151LITY TO KEEP THI5 CON5TRU6TION DOCUMENT DINDED I. ALL LUMBER SHALL BE DOUGLAS FIR LARCH #2 8 BETTER (Fb = a75) UNLESS I. STAKEOUT 15 TO BE PERFORMED BY A LICENSED SURVEYOR OTHERWISE'S NOTED. TABLE 8501.-7 TOGETHER AT ALL TIMES. IT IS ALSO THE CONTRACTORRESPONSIBILITY TO READ ALL NOTES, 2. VERIFY ALL GIVEN DATA ON DRAWINGS. IF THERE IS A DISCREPANCY, SPECIFICATIONS,AND BE FAMILIARIZED WITH THE PLAN5°RIOR TO WORK 2• ALL LUMBER IN CRAWL SPACES TO BE la" ABOVE SCRATCH GOAT. MAINTAIN RECEIVE CLARIFICATION FROM ARCHITECT/ENOINEER PRIOR TO PROGEEDING. A- 100.00 GENERAL NOTES a MIN. FOUNDATION EXPOSURE. ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS 3. EXCAVATE AND BACK FILL FOR WORK INDICATED ON DRAWINGS. GENERAL 3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, ALSO STOCKPILE TOPSOIL OBTAINED FROM STRIPPING DRIVEWAY AND BUILDING SITE. r I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE PROVIDE SILL 5EAL/IN5ULATION. SIZE OF SILL TO BE (2) 2"xb", UNLESS (1) 2"x6" STOCKPILE ALL EXCAVATED MATERIALS. STRUCTURAL MEMBER ALLOWABLE DEFLECTION APPLICABLE BUILDING DEPARTMENT. 15 NECESSARY TO MATCH FLOOR HEIGHTS WITH THE EXISTING STRUCTURE. 4. NEW AND EXISTING BACK FILL MATERIAL ARE TO BE FREE OF WEEDS, TREE 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. 4. AT FLUSH FRAMING USE 16 GAGE METAL JOISTS HANGERS BY "TECO" OR ROOTS, ROCKS, AND DEBRIS. ALL SURPLUS MATERIAL THAT 15 UNSUITABLE FOR RAFTERS HAVING 5LOPE5 GREATER THEN 3/12 L/I50 A-200.00 HOLDOWN, ANCHOR BOLT, ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING EQUAL. BACK FILL MATERIAL SHALL BE REMOVED FROM SITE. STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. W/ NO FINISHED CEILING ATTACHED TO RAFTERS STRAPPING & 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN 5. PROTECT TREES WITHIN E16HT FEET OF THE BUILDING. 3. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AVD LOCAL CODES FLOOR5, ROOFS, AND WALLS. INTERIOR WALLS # PARTITIONS H/180 NAILING DETAILS ; AND AUTHORITIES HAVING JURISDICTION. 6. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, FOUNDATION, CONCRETE, AND MASONRY J� 4. ALL UNNOTED OR NON-VISIBLE E.A5EMENT5 ARE THE RESPONSIBILITY U.O.N. I. CONTRACTORS TO VERIFY ALL DIMENSIONS OF EXI5TING FOUNDATION A5 IT FLOORS d PLASTERED CEILINGS L/360 A-500.00 SITE PLAN OF THE OWNER/BUILDER APPLIES TO THE NEW WORK BEING PERFORMED AND SHALL COORDINATE THE 5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS 1• ALL BEAMS, GIRDERS, ETC. TO HAVE MIN. OF 3-1/2" BEARING 5UB-GONTRACTOR5 IN SUCH A MANNER TO A55URE THAT THE CONDITIONS OF ALL OTHER STRUCTURAL MEMBERS L/240 THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT. SHALL BE CLARIFIED WITH THE ARGHITECT/ENGINEER BEFORE PROCEEDING a. MIN. HEADER TO BE (2) 2"x10" UNLE55 OTHERWI5E NOTED. WITH THE WORK. 2. ALL FOOTINGS TO BEAR ON FIRM, VIRGIN, UNDISTURBED 501E EXTERIOR WALLS W/ PLASTER OR STUCCO FINISH H1560 6. NO DEVIATIONS OR CHANGES TO THE STRUCTURAL SYSTEM SHALL BE MADE q. ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE 3. 501L TO HAVE MIN. BEARING CAPACITY OF (1) TON/50. FT., U.D.N. EXTERIOR WALLS - WIND LOADS W/ BRITTLE FINISHES L/240 P.T. - �.®®.0® UNLESS APPROVED BY THE ARCHITECT/ENGINEER. FOUNDATION PLAN 10. ALL EXTERIOR SHEATHING SHALL BE NAILED AS PER FA5TENIN6 SCHEDULE 4. FOOTINGS TO REST A MIN. OF 4'-0" BELOW GRADE, UNLESS EXTERIOR WALLS - WIND LOADS W/ FLEXIBLE FIN15HE5 L/120 FLOOR PLANS 7. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS ON PAGE A-I. GENERALLY, 5HEATHING 15 OF 1/2" THICKNESS ON WALLS AND OTHERWISE NOTED BEFORE THE START OF FRAMING ROOF AND 15 OF GDX GRADE,UNLESS OTHERWISE NOTED. SEE FLOOR PLANS F FRAMING PLAN FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN 5. WALL5 TO BE POURED CONCRETE OF 51ZE SHOWN ON DRAWIN65, U.D.N. 8. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES. APPLICABLE. JJ�� 6. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS 57RUC TURAL D1=51 ON LOADS l�i®�0 0.00 q. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS TAKE PRECEDENCE 11. SUB FLOORING, GENERALLY, TO BE OF 3/4" THICKNESS AND OF COX GRADE. UNTIL 151 TIER OF FRAMING IS IN PLACE. ELEVATIONS 10. OWNERBUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, NAILING AS PER FA5TENIN6 SCHEDULE ON PAGE A-1 AND GLUED, U.O.N. 7. FOOTINGS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS. CERTIFICATES, CERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL BUILDING SECTION W USE 12. EXTERIOR SHEATHING TO BE COVERED WITH USE HOUSE WRAP OR LIME LOAD DEAD LOAD II. THESE SET OF DRAWINGS ARE THE PROPERTY OF ANTHONY PORTILLO, RA APPROVED EQUAL. a. ALL OPENIN65 FOR BEAM POCKETS, UTILITIES, ETC. TO BE FILLED SOLID WITH CONCRETE. EXTERIOR BALCONIES 60 psf 15 psf V AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN 13. BLOCK EXTERIOR STUD WALLS AT HALF STORY HEIGHTS AND AT lJ.l PERM155ION FROM THE ARCHITECT. q. ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH PAGE A-2. UNSUPPORTED EDGE SEAMS OF EXTERIOR SHEATHING. DECKS 40 psf 15 psf 12. THE ARCHITECT 15 NOT RETAINED FOR SUPERVISION OF THE WORK AND I514. PROVIDE 'X' GRO55 BRACING AT JOISTS, STUDS, AND RAFTERS WHEN SPANS 10. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE STRENGTH AT 2b = -J RESPONSIBLE FOR DE51ON INTENT ONLY. EXCEED a'-O" AND AT EVERY a'-O". DAYS OF 4,000 P.5.1., U.O.N. PA55ANGER VEHICLE GARAGES 50 psf A5 PER PLAN U J 13. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, SEE AL50 PAGE II. GONG. SLABS TO REST ON MIN. OF 6" FINE GRAVEL OR SAND WITH Q A_2 6 MIL. POLYETHYLENE VAPOR BARRIER UNDER ATTICS WITHOUT STORAGE (ROOF BELOW 3 PITCH) 10 psf 15 psf 14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL 16. APPLY ALL CONDITIONS ADDRESSED IN FASTENING SCHEDULE AS 12. COPPER FLASH ALL JOINTS WHERE SLAB ABUTS FRAMING. AT7I05 WITH STORAGE (ROOF ABOVE 3 PITCH) 20 psf 15 psf RUBBISH, WASTE MATERIALS, TOOLS, ETC., GLEAN GLA55 AND LEAVE WORK BROOM GLEAN. NECESSARY. 13. BRICK VENEER TO BE ANCHORED WITH CORROSION RE515TANT TIES - 15. THE CONTRACTOR SHALL CARRY WORKMAN'S COMPENSATION AND GENERAL 17. PROVIDE ALL NAILING AND STRAPPING ADDRESSED ON PAGES A-1 (1) WALL TIE PER (3) 50. FT. ROOMS OTHER THAN SLEEPING ROOMS 40 psf 15 psf t° •�:, LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL GORES THROUGH A-3 14. FLASH JOINT AT BRICK LEDGE AND PROVIDE WEEP HOLES, SLEEPING ROOMS 30 psf 15 psf AND ORDINANCES. la. AT "WET WALL" PARALLEL TO JOISTS FRAME DOUBLE JOIST AS PER GORE. MAX. 32'-0" O.G., TO DIRECT ANY CONDENSATION TO THE EXTERIOR. ` I6. THE CONTRACTOR SHOULD FULLY GUARANTEE HI5 WORK AND THE WORK OF GENERALLY, SEPARATE DOUBLE J015T THE THICKNESS OF WALL ABOVE. SUB 15. APPLY (I) GOAT OF TAR BASED WATERPROOFING TO EXTERIOR OF FOUND. STAIRS 40 psf 15 psf THE 5U5-CONTRACTOR5 FOR A PERIOD OF AT LEAST ONE YEAR AFTER FLOOR SHALL NEVER EXCEED A I6' SPAN. FROM FOOTING TO 2" ABOVE FINISH GRADE. COMPLETION OF PROJECT. Iq. AT ROUGH OPENINGS PROVIDE ALL APPLICABLE NAILING AND STRAPPING GUARDRAILS AND HANDRAILS 200 psf 15 psf CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, AS PER PAGE A-1 THROUGH A-3. 16. NO CONCRETE OR MASONRY WORK 15 TO BE PERFORMED IN TEMPERATURES 17. THE ARCHCONT CONTRACTOR OI NEER, AND THEIR AGENTS AND EMPLOYEES FROM AND OF 45"F AND FALLING,UNLE55 APPROVED BY ARCHITECT/ENGINEER. NO 20. "P.T." SPECIFIES PRESSURE PRESERVATIVELY TREATED LUMBER IN CONCRETE SHALL BE PLACED ON FROZEN SURFACES. 12 psf FOR ATTIC AGAINST ALL CLAIMS, DAMAGES, L-O55E5 AND EXPENSES, INCLUDING ROOF LOADING (LIVE = GROUND SNOW LOAD) 20 psf 15 psf FOR OATH. ATTORNEYS FEES ARISING OUT OF OR RESULTING FROM THE PERFORMANCE OF ACCORDANCE w/ AWPA G22; WHERE DRILLING AND/OR GUTTING OCCURS, FIELD THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE,, LOSS OR EXPENSE (A) TREAT LUMBER w/COPPER NAPTHENATE WHICH SHALL CONTAIN 2% COPPER 17. NO ADDITIVES SHALL BE PLACED IN CONCRETE UNLESS SPECIFIED BY 15 ATTRIBUTABLE TO BODILY INJURY, SICKNESS, MAOF,DISEASE OR DEATH OR TO METAL BY REPEATED BRUSHING, DIPPING, OR SOAKING UNTIL THE WOOD ARCHITECT/ENGINEER. INJURY IB OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN THE WORK ABSORBS NO MORE. ALSO, FOR HARDWARE USED WITH P.T. LUMBER, *ALL STRUCTURAL ME51ON CONSIDERATIONS ARE IN CONFORMANCE WITH ITSELF INCLUDING THE LOON OR USE RESULTING THEREFROM). (B) IS CAUSED K CONTRACTOR 15 TO INSTALL HARDWARE THAT 15 SPECIFIED BY P.T. LUMBER la. PROVIDE BITUMINOUS JOINTS BETWEEN SLABS AND FOUNDATION WALLS AND A5CE 7-10 (MINIMUM DEVON LOADS FOR BUILDINGS AND OTHER STRUCTURES) WHOLE OR IN PART BY ANY NR USE NT ULT OR OMISSION ). THE MANUFACTURER SUCH AS: HANGERS, NAIL5, SCREWS,FLASHING, ANCHOR BOLTS, WHERE EVER APPLICABLE. ETC. FOR LOCATIONS SUCH AS: LEDGER BD., SILL PLATE, DECK CONSTRUCTION, CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY ETC. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. Iq. UNLE55 OTHERWISE INDICATED, ALL FOUNDATION FOOTINGS ARE TO BE A EMPLOYED BY ANY OF THEM, OR ANYONE FOR WHOSE ACTS ANY OF THEM MAY MIN. 10" DEEP PROJECTING 6" ON EACH SIDE OF THE FOUNDATION WALL. CLIMATIC AND 0EO5RAFHIC DESIGN CRITERIA BE LIABLE REGARDLESS OF WHETHER OR NOT IT IS CAUSED IN PART BY A 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: PROVIDE TWO #4 DEFORMED BARS CONTINUOUS IN THE FOOTING. ALL 4" THICK PARTY INDEMNIFIED HEREUNDER. A. TRUSS JOI5T McMILLIAN I.qE MIGROLAM CONCRETE SLA55 TO HAVE 6x6 10/I0 WELDED WIRE REINFORCING. B. GEORGIA PACIFIC 2.0E G-P LAM GROUND SNOW LOAD 20 LBS la. ALL MATERIALS, A55EMBLIE5, AND METHOD OF CONSTRUCTION INCLUDING PSL (PARALLEL STRAND LUMBER) DENOTES 20. FOR SECOND STORY ADDITIONS, EXIST. FOUNDATIONS ARE TO BE VERIFIED BUT NOT LIMITED TO FORM-WORK, BLOCK-WORK, FRAMING, NAILING, PLACING A. TRUSS JOIST AND L M 2.0E EMOTES AM AS IN SOLID d SOUND CONDITION WITH AN EXIST. FOOTING OF MIN. 16" WIDE x a" BASIC WIND SPEED 130 MPH OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR ALL TO BE INSTALLED AS PER MANU. S ARA DEEP 4 V-0" BELOW GRADE. TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWINGS, SPECIFICATIONS, L APPLICABLE CODES AND GOOD PRACTICE. DEVIATIONS FROM THE DRAWIN55 22 FOR NEW WALLS, A PERFORATED SHEARWALL SYSTEM 15 USED, THE EXPOSURE CATEGORY B AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN CONTRACTORS ATTENTION 15 DIRECTED TO THE APPLICABLE DETAILS, AUTHORIZATION OF THE ARCHITECT/EN6INEER. NOTES, AND TABLES ON PAGE5 A-I, A-2, d A-3. THE FASTENING SCHEDULE SEISMIC DE51ON CATEGORY B Iq. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWINGS SPECIFIES THE REO'D NAILING FOR THE SHEATHING (ANY NAILING NEEDED, UNLESS OTHERWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTENING WEATHERING SEVERE PERTAINING ARE TO BE FIELD VERIFIED. SCHEDULE). HOLDOWNS OPERATE IN GONJUNGTION WITH THE PERFORATED 5HEARWALL SYSTEM (INSTALL A5 PER APPLICABLE DETAILS k MANU. 5PEC.'s). 20. CONTRACTOR TO REMOVE $ RELOCATE A5 REQUIRED ALL EXISTING WORK HOLDOWN LOCATIONS ARE SPECIFIED ON THE FO:,ND./FLOOR PLANS. FROST LINE DEPTH WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. 23. COLUMN BEARING AS FOLLOWS: TERMITE MODERATE TO HEAVY 21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURER'5 WOOD POSTING TO BE BLOCKED SOLID TO FOUND. WALL w/ END GRAIN, SPECIFICATIONS, UNLESS NOTED OTHERWI5E. TREATED WOOD d FLASHING. STEEL COLUMNS ARE TO BEAR UPON FOUND. ICE BARRIER REQUIRED YES WALL w/ STEEL SHIMS B A MIN. 3/4" OF NON-SHRNK GROUT 22. PLEASE NOTE THAT THESE PLANS ARE PROTECTED AGAINST ANY SECURE w/(2) 1/2" 4) ANCHOR BOLTS (4" LONG EXFAN51ON BOLTS UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARCHITECTURAL WORK5 EXIST. WALLS d 12" LONG HOOKED BOLTS ® NEW FOUND. WALLS). FOR ANY COPYRIGHT PROTECTION ACT OF Igg0 (AWGPA), WHICH HAS SEVERE PENALTIES. P05TINO ® G.M.U. WALL SEE PLAN FOR REQUIRED REINFORCING (® MIN. 16" WIDE 3 COURSES OF SOLID BRICK MASONRY CENTERED ® POSTING, U.O.N.). (BUTIIII WHEN COLUMN OR POSTING 15 PART OF THE LOAD PATH FOR USE {¢�"` "' '' n�'�• T"Mi 1 ' ';'�':.n:.• i'' J fi Y: u L..p� I.N., IN A 5HEARWALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/ n r p ^ W STANDARD 5HEARWALL HARDWARE (w/NOTED VALUES) 4 ANCHOR BOLTS, t- U.O.N. WITH TOP GAPS ® STEEL COLUMNS TO BE MIN.Y4" BENT PLATE b" LONG GORES AND REFERENCE STANDARD_ w/ 6" RISE b w/(2) 1/4"0 BOLTS THROUGH CENTER LINE OF VERTICAL LE65 -" ¢j�g�� r V I. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2015 INTERNATIONAL SET 6" DIST., U.O.N. - ADDITIONAL INFO. 15 FOUND ON PA5E5 A-1 THROUGH A-3. F _"'••� """' ' BUILDING CODE, 2015 INTERNATIONAL RESIDENTIAL GORE, AND 2015 PROPERTY MAINTENANCE GORE. f',i ira -1E02 8 "A TO 4 F'i•" FOR TH== Lu ASPHALT ROOFING 5HINOLE5 a 1 tRn,;irt• 2. REFERENCE STANDARD USED FOR ALL WOOD FRAMING, CONNECTIONS OF I. ALL SLOPED ROOFING SHINGLES SHALL BE OAF-CLA55-A ASPHALT ROOFING Q I. IyI,J�.�i'�C)��I d��! - i�"'".) Ftr�-:t�IF.I.C3 D WOOD FRAMING, AND CONNECTION 1-0 FOUNDATION - 2012 WOOD FRAME SHIN6LE5 OR APPROVED EQUAL. FOR j{)();OO,[ C�'dC;;�1.- CONSTRUCTION MANUAL BY AF d PA. 2. SHINGLES SHALL BE APPLIED OVER 15# BUILDING FELT, UNLE55 OTHERWISE ,', "CJIJG'I - FF3 AN,;NG cs PL 111.`.'_'NG j 3. ALL PLUMBING WORK SHALL CONFORM TO THE 2015 INTERNATIONAL PLUMBING NOTED. ALSO, CONTRACTORS OPTION TO APPLY GAF-WEATHER-WATCH ICE GORE. AND WATER BARRIER FROM EDGE OF EAVE TO 24" IN51PE EXTERIOR WALL �,ULn701.I LINE. 4 24" FROM ALL VALLEYS, AND ROOF FLASHING CONDITIONS. 4, f"..II�L I`' - ^ 1•^� r F 4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2015 INTERNATIONAL r 'tip r F r 7_ MECHANICAL CODE AND 2015 INTERNATIONAL FUEL GAS CODE. 3. PROVIDE FLA5HIN6 NECESSARY FOR WATER TIGHT AND WEATHERPROOF CONSTRUCTION. ni !S,l,, , '..l SH I L F:la-.-T THE 5. ALL ELECTRICAL WORK SHALL CONFORM TO 2011 NATIONAL ELECTRIC CODE, FI:C'UIn I '; C'! j''I- CODES OF P:`.VV �+� NFPA "70 AND 2015 INTERNATIONAL ENERGY CONSERVATION CODE. 4. ROOFING 15 TO BE APPLIED IN STRICT ACCORDANCE WITH MANUFACTURER'S F ' r' . "� L Yt�, j� Sii,i L: j... I F,FQ C? 1,S 3 E FOR ,��, (,',S, SPEC IFIGATIONS. 4`i�j Cq CC ,i 1{l,)CTr..N ERROR. � O �� P� ,�� GENERAL WIND PROTECTION CONNECTION NOTES: 5. NAILING OF ROOFING SHALL BE TO CODE. bf ADAPTED FROM STANDARD FOR HURRICANE RESISTANT RESIDENTIAL " CONSTRUCTION;SSTD 10-qll AND 2015 550 HIGH WIND EDITION WOOD FRAME 6. CORROSION RE515TANT 11 GAGE ROOFING NAILS AND 16 GAGE STAPLES ARE �.`} �ti PERMITTED CCS F CI CONSTRUCTION ^PLY WITH ALL CODES cS OF I. A CONTINUOUS LOAD PATH BETWEEN FOOTINGS, FOUNDATION WALLS, FLOORS, STUDS AND ROOF FRAMING SHALL BE PROVIDED. 1. PROVIDE (2) LAYERS OF 15# ASPHALT BUILDING FELT UNDERLAYMENT FOR NEW YORK STATE & TOWN CODES 2. APPROVED CONNECTORS, ANCHORS AND OTHER FA5TENIN6 DEVICES NOT 2.12 PITCHES TO 4:12 PITCHES AS RLOUIRED AND CONDITIONS OF 7 INCLUDED IN THE STANDARD BUILDING CODE,SECTION 2306 OF IBC SHALL -14A - BE USED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. a. ASPHALT SHIN6LES SHALL BE TESTED TO DET11 ERMINE THE RESISTANCE OF / SOUTHOLD TOV.lN ZBA "+ �I h m u T OF 3. METAL PLATES, CONNECTORS, SCREWS, BOLTS AND NAILS EXPOSED --:.-�- DIRECTLY TO THE WEATHER OR SUBJECT TO SALT CORRO51ON IN COASTAL THE SEALANT TO UPLIFT FORGES U51NG ASTM D 63a1. AREAS SHALL BE STAINLE55 STEEL OR HOT DIPPED GALVANIZED. I�II1 A. A.PLoBOARD 4. WHERE WINDOWS AND DOORS INTERRUPT WOOD 57RUCTURAL PANEL L44RUSTEES PROJECT: SHEATHING AND SIDING, FRAMING ANCHORS OR CONNECTORS SHALL BE GLA55 WINDOWS AND DOORS PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE STUDS, HEADER 5TUD5 1. ALL 6LAS5 TO BE INSULATED LOW-E, UNLE55 OTHERWISE SPECIFIED. iU n KU H LMAN N AND AT LEAST ONE STUD AT EACH SIDE OF OPENING. ---+ 5. RIDGE STRAPS SHALL BE ATTACHED TO EACH PAIR OF OPPOSING 2. 6LAS5 DOORS AND WINDOWS SHALL NOT BE INSTALLED UNTIL PROPER RAFTERS EXCEPT WHERE COLLAR TIES OF IX6 OR 2X4 LUMBER 15 LOCATED CLEARANCES ARE PROVIDED. GARAGE IN UPPER THIRD OF ATTIC SPACE AND ATTACH TO EACH PAIR OF RAFTERS. 6. UPLIFT CONNECTORS SHALL BE: PROVIDED AT EACH RAFTER BEARING. 3. ALL SLIDING GLAS5 DOORS, SKYLIGHTS, AND ANY CLASS UNIT INSTALLED �""�"• *; "^"*' `-9 F' '!:^.r'�' T. FLOOR TO FLOOR HOLD-DOWNS TO BE PROVIDED EVERY 45 AND EVERY WITHIN la" OF FINISHED FLOOR SHALL BE OF INSULATED TEMPERED GLASS, _ I6" WITHIN 4' OF EXTERIOR CORNERS. UNLE55 OTHERWISE NOTED. a. SILL PLATE TO FOUNDATION ANCHORAGE;SILL PLATE SHALL BE ANCHORED TO THE FOUNDATION WITH ANCHOR BOLTS HAVING A MIN. BOLT DIAMETER 4. ALL GLASS UNITS SHALL BE INSTALLED IN 5TRIGT ACCORDANCE WITH FETt'l� J 07,,I,'I v'VN,jER P,U�N'0FF OF J" AND 3"X3"X�" WASHERS. A MINIMUM OF ONE ANCHOR BOLT SHALL BE MANUFACTURER'S SPECIFICATIONS. 635 CHURCH LANE PROVIDED WITHIN 6 TD 12 INCHES OF EACH END OF EACH PLATE. ANCHOR PURSUM�'T TO CHAPTER 236 FOUNDATIONS. ANCHOR VEA MINIMUM' SHAG LDBMENT 0171" IN E LOCATED WCON 1�2 OR CORNERS 5. ALL ENERGY CONSERVATION BE CAU CODE.LKED AND SEALED AS PER NEN YORK STATE OF THE TOWN CODE. CUTCHOGUE, NY 11935 AND AT SPACING NOT EXCEEDING 4' ON CENTER. 6. PROVIDE FLASHING PANS UNDER ALL SLIDING GLASS DOORS, WINDOWS, OR ANY OTHER TYPE OF GLA55 UNIT WHEN WITHIN 6" OF AN EXTERIOR SURFACE. DRAWING TITLE: ELECTRICAL: 'T. ALL EXTERIOR DOORS ARE TO BE WEATHERED STRIPPED AND PROVIDE ALL GENERAL NOTES 1. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM SCREENS AND HARDWARE NECESSARY FOR PROPER FUNCTION OF SUCH UNITS. TO 2011 NATIONAL ELECTRIC CODE, NFPA-70 AND 2015 INTERNATIONAL ENERGY PROJECT/ZONING DATA CONSERVATION CODE. 6. ALL GLA55 15 TO BE FREE OF SCRATCHES AND IMPERFECTIONS. GLA55 SHOULD BE GUARANTEED BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS. R . 2. CONTRACTOR WILL FURNISH A FIRE UNDERWRITERS CERTIFICATE UPON COMPLETION OF WORK. q. ALL WINDOW5 TO BE ANDERSEN. IF CONTRACTOR 15 TO SUBSTITUTE WITH ANOTHER WINDOW MANUFACTURER, IT 15 THE RESPONSIBILITY OF THE 3. SMOKE DETECTORS, IN CONFORMANCE WITH NFPA '72: CONTRACTOR TO VERIFY THAT THE CHARACTERISTICS OF THE WINDOW MATCH ,, - aa, •• '• `- i - GENERALLY,VERIFY OR PROVIDE HARD WIRED THE CHARACTERISTICS OF THE ANDERSEN WINDOW SPECIFIED. THE PAGE: SMOKE DETECTORS w/ BATTERY BACK-UP IN: CHARACTERISTICS ARE AS FOLLOWS, BUT NOT LIMITED TO: DESIGN PRESSURE, ROUGH OPENING, U-FACTOR, L16HT AREA, VENT AREA, AND EGRESS A. EACH SLEEPING ROOM REQUIREMENTS. NOV 2 O A-loo B. OUTSIDE OF EACH SEPARATE SLEEPING 10. WINDOWS IN TUB/SHOWER ENCLOSURES AND WITHIN 5TAIRWAY5 SHALL BE ZO�9 r AREA IN THE IMMEDIATE VICINITY OF TEMPERED 6LA55. DO NOT PROCEED WITH THE BEDROOMS (GENERALLY THE HALLWAY) FRAMING UNTIL.SURVEY G. EVERY LEVEL OF DWELLING OF FOUNDATION LOCATION - (BA5MENT, FIRST FLOOR, +€ SECOND FLOOR, ETC.) HAS BEEN APPROVED. DATE: 03/28/19 10F 5 G®NSTRUGTI ON DETAILS $ WIND LOAD BATH ANCHOR BOLT SEG I F I GAT ONS NOTE: THIS SCHEDULE DOES NO NIC DE NAILDG FOR METAL FRAMING STRAPS I I I (SEE PAGE A-2 FOR 5TRAPPING AND NAILING REQUIREMENTS, G O I}�I�l I�l E G T O I �l DETAILS AND ROUGH OPENING FRAMING REOU I REMENTS) ALL NAILING 15 A GENERAL SPECIFICATION, IT APPLIES UNLESS NOTED OTHERWISE NOT TO SCALE SPECIFICATION (WFGM TABLES 5.2A 8 3.28, P. 112) CORNER 6"_12CT „ FOR ALL STRUCTURES:CONDITION FASTENER SPEC. FASTENER 3a' S/a"tP ANCHOR BOLTS ® sa" O.G. DESCRIPTION AND GUANT17Y SPACING • ROOF $ CE I L I NO FRAM I NO n NOTES: RAFTER TO TOPPLATE (TOE-NAIL) REQUE5T SK IF NEEDED PER RAFTER WOOD JOI S WOOD JOI I. MIN. 7" EMBEDMENT INTO CONCRETE N1 5" SQUARE WASHERS AND END NUT SETUP; CEILING JOIST TO TOP PLATE (TOE-NAIL) REQUEST 5K IF NEEDED PER JOIST BLOCKING : 15" EMBEDMENT FOR G.M.U. (BLOCK) FOUND. d FILL JOIST HANOE END TOP TWO COURSES SOLID GEILIN6 J015T TO PARALLEL RAFTER (FACE-NAIL) REQUEST SK IF NEEDED EACH LAP CONDITION OI RDER/HEADS 2. ANCHORS NOTED HEREIN ARE NOT TO BE USED FOR OR REPLACED BY HOLD DOWNS FOR 5HEARWALLS GEILIN6 JOIST LAPS OVER PARTITIONS (PAGE-NAIL) 9-I6d COMMON EACH LAP cv WOOD GIRDER WOOD JOIST PLAN DIAGRAM OF ZONES 3. ANCHOR BOLTS ARE TO BE BETWEEN 6" 4 12" 1 COLLAR TIE TO RAFTER (FACE-NAIL) REQUEST 5K IF NEEDED PER TIE FROM ENDS AND CORNERS (TWO ® CORNERS) BLOCKING TO RAFTER (TOE-NAIL) 2-9>d COMMON EACH END (SEE DIAGRAM TO LEFT) 4. COORDINATE w/ HOLDOWN LOCATIONS RIM BOARD TO RAFTER (END-NAIL) 2-I6d COMMON EACH END JOIST FRAMINO OVER WOOD O IRDER JOIST FRAMING FLUSH WITH OIRDER/HEADER `rY I GAL. I NOSTRAP ( �� R U WALL FRAMING . /� / C REMENTS FOR UFJ� FT/ SHEAR/ $ LATERAL Y �l I�l� RESISTANCE TOP PLATE TO TOP PLATE (PAGE-NAIL) 2-Ibd COMMON 1 PER FOOT U TOP PLATES AT INTERSECTIONS (FACE-NAIL) 4-16d COMMON JOISTS - EA. 51DE H TYPICAL NAILING/STRAPPINO REQUIREMENTS FOR = J UPLIFT, SHEAR, 4 LATERAL WIND RESISTANCE STUD TO STUD (FACE-NAIL) 2-I6d COMMON 24" O.C. U J HEADER TO HEADER (FACE-NAIL) Ibd COMMON 16' O.G. ALONG EDGES Q WALL STUD— WALL STUD 0 CONNECTION DI D24 TOP or BOTTOM PLATE TO STUD (END-NAIL) 2-I6d COMMON PER STUD - BOTTOM PLATE— BOTTOM PLAT BOTTOM PLATE TO FLOOR JOIST, BAND JOIST, BATHTUB — SUB FLOOR 2 ENDJOIST, or BLOCKING (PAGE-NAIL) -I6d COMMON I'2 PER FOOT DOUBLE JOIST DOUBLE JOIST AT STUD TO FLOOR ASSEMBLY TO SILL FLOOR FRAM I NO • PLATE(5) CONNECTION: Y JOIST TO SILL, TOP PLATE or GIRDER (TOE-NAIL) 4-ad COMMON PER JOIST FOR STRAP - 3 8 d COMMON NAILS a EA. G d END OF STRAP (WRAP STRAP UNDER SILL PL.) BRIDGING TO JOIST (TOE-NAIL) 2-95d COMMON EACH END D I • FOR EA. PLATE TO STUD ABOVE 8 OR BELOW - BLOCKING TO JOIST (TOE-NAIL) 2-ad COMMON EACH END DOUBLE JOIST FOR UNDER A BATHTUB DOUBLE JOIST FOR NON-BEARI NO WALLS d COMMON NAILS BLOCKING TO SILL or 3-I6d COMMON EACH BLOCK a ALTERNATE CONFIGURATION - ABOVE STUD TO TOP PLATE (TOE-NAIL) a FLOOR CONNECTION w/ # LPT4 SIMPSON (OR EQUAL) a PLATFORM TO SILL PLATES LEDGER STRIP TO BEAM (PAGE-NAIL) 3-I6d COMMON EACH J015T STANDARD/ALTERNATE JOIST ON LEDGER TO BEAM (TOE-NAIL) 3-95d COMMON PER J015T KING STUDS— BAND JOIST TO JOIST (END-NAIL) 5-I6d COMMON PER JOIST RAFTER BAND J015T TO SILL or TOP PLATE (TOE-NAIL) 2-I6d COMMON I PER FOOT CRIPPLE STUD_ ROOF SHEATH I NO HEADER NAIL I NO/STRAFF I NO Y I NDON/DOOR HEADER STRUCTURAL PANELS: (SEE ALSO GRAPHIC, 8d COMMON 6" EDGE / 12" FIELD TOP PLATE INTERIOR ZONE THIS SECTION) ad COMMON 6" EDGE / 12" FIELD PERIMETER ZONE (4" O.G. ® GABLE JAGK STUDS NOTATION: A- NUMBER OF ad NAILS a EA. END OF STRAPPING (3.7, P. 15-1-2001) CE I L I NO SHEATH I NO WALL STUD B- NUMBER OF SILL STUDS-ON FLAT (DOES NOT APPLY TO DOORS) (3.238, P. Iq3 -2001) G- NUMBER OF FULL HEIGHT KING STUDS a EA. SIDE OF HEADER (3.230, P. 193 - ALTERNATE;3.25D,PG. 194 -2001) GYPSUM WALLB0ARD5d COOLERS 7" EDGE / 10" FIELD D- NUMBER OF Ibd NAILS,END-NAILED THROUGH ADJACENT KIN&STUD 7 TO END OF HEADER a EA. 51DE (3.7, P. 15'1 d W0RKSHEET-2001) E- NUMBER OF JACK STUDS a EA. END OF HEADER (5.22F,P191-2001) WALL SHEATHINO F- NUMBER OF Ibd NAILS, END-NAILED THROUGH ADJACENT JACK STUD TYPIGA;L HEADER GONNEGTION ALTERNATIVE RAFTER TO WALL STUD CONNECTION A TO END OF 51LL(5) a EA. SIDE (DOES NOT APPLY TO DOORS) G (3.8, P. 157 k WORKSHEET -2001) STRUCTURAL PANELS ad COMMON b" EDGE / 12" FIELD H B 6YP5UM WALLBOARD 5d COOLERS 7" EDGE / 10" FIELD Z lel I ND RESISTANT CONSTRUCT I ON CONNECTORS FASTENING SCHEDULE B ROUGH OPENING FRAMING REQUIREMENTS FOR WINDOW/DOOR OPENINGS F [IN ACCORDANCE WITH WOOD FRAMEFLOOR SHEATH I NO (SUBFLOOR) U CONNECTION LOCATION: PART NUMBER: NOTES: CONSTRUCTION MANUAL 2001 EDITIONI RI DO E-TO-RAFTERS G520 @ 21" APPLY TO EACH PAIR OF RAFTERS A NOTATION 5TRUGTURAL PANELS: w A B G D E F G I" or LESS ad COMMON 6" EDGE / 12" FIELD a RAFTER-TO-WALL H-7 APPLY TO EACH RAFTER ROUGH GREATER THAN 1' IOd COMMON 6 EDGE / 6 FIELD p OPNG RAFTER-TO-PLATE H8 or H2.5 APPLY TO EACH RAFTER 2'-0" 2 I 1 1 I 1 W PLATE-TO-WALL STUD 0520 18" APPLY TO EACH WALL STUD 4-0 4 1 2 2 2 2 2ND. FLOOR WALL-TO-IST. FLOOR WALL LFTA or 0520 © 36" APPLY TO EACH WALL STUD REQUIRE5 SILL PLATE OF 2"xb" (MIN.) 6'-0" 5 1 3 3 REOUIRE5 (5) 2 xl2' HDR (MIN.) 7 2 3 4 4 4 0� ��'-rD r°�;t��,'�3 HEADER-TO-JACK STUD 0520 @ 1211APPLY TO EACH JACK STUD CRIPPLE STUD-TO-HEADER H5 APPLY TO EACH CRIPPLE STUD SHEAR WALL HOLDDOWN ANCHOR SSTB16 APPLY TO EACH 511:;)EWALL END E-H =tj- N '•' 1�� WRAP UNDER DOUBLE SILL PLATE �� � IST. FLOOR-UNDER-SILL PLATE 0520 (USE WITH 3 SQUARE WASHERS) ® /� Off' ► ,, USE THE FOLLOWING OR APPROVED SIMPSON METAL CONNECTOR5 FOR PROPER WIND RESISTANT CONSTRUCTION. SFL I G I NO OF TOF FL.ATE FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. PROJECT: TOP PLATE SPLICE K U H L M A N N LENGTH TOP PLATE SPLICE REQUIREMENTS TOP PLATE SPLICE REQUIREMENTS GARAGE GONTI N000S BO I LT-UP ORDERS,RDERS, THREE OR MORE SUFFORTS FOR WIND - EXPOSURES 540 - FOR WIND - EXPOSURES 54C - ALL OTHER GASES ONE STORY SLAB ON GRADE CONNECTION PATTERN SCHEDULE BETWEEN 1/6 BUILDING MINIMUM SPLICE"2," BUILDING MINIMUM 5PLIGE'-s•4 CONNECTION d 1/4 OF A DIMENSION (FT.) LENGTH (FT) DIMENSION (FT.) LENGTH (FT.) 635 CHURCH LANE PATTERN DESCRIPTION ASSEMBLY REQUIREMENTS: WHEN GIRDERS MADE UP OF JOISTS NAILED TOGETHER - - CUTCHOGUE, NY 11935 A IOd NAILS® 12"O.G. MAX.32" SIDE BY SIDE ARE CONTINUOUS OVER THREE OR MORE 121-0.1 3-O (2)ROWS P SUPPORTS, JOINTS ARE TO BE LOCATED BETWEEN ONE SIXTH AND ONE QUARTER THE SPAN LENGTH FROM AN I6'-O" 3'-O"/3'-9" I6'-0" 4'-0" DRAWING TITLE: B (3)ROWS IOd NAILS• 12"O.G. P INTERMEDIATE SUPPORT. NO TWO ADJOINING JOISTS, G (2)Rows 1/2" m BOLTS® 12"O.G.5TA66ERED; NOR MORE THAN ONE THIRD THE TOTAL NUMBER, ARE 20'-0" 4'-0"/5'-0" 20'-0" 5'-0" �HOLDOWN ANCHOR BOLT, DBL.m E'VDS TWO-PIECE BUILT UP GIRDER P MAX.32" TO BE JOINTED ON THE SAME 51DE OF THE SUPPORT. D (2)ROWS 1/2"m BOLTS m I6' O.G. 2 -O 4' " 4'-0"/5'-O" 24'-0" 6'-0" STRAPPING, & NAILING DETAILS NAILING: STRUCTURAL DESIGN LOADS E (2)ROWS 1/2" 0 BOLTS m 24"O.G. TWO-PIECE GIRDERS ARE TO BE NAILED FROM ONE SIDE 2a'-O" 7'-0" BETWEEN 1/6 WITH IOd NAILS, TWO NEAR EACH END OF EACH PIECE, (2)ROWS 3-3/6"TRUSSLOGK SCREw5 m 12"O.G. d 1/4 OF A F SCREWED ON(U SIDE OF MEMBER OTHERS STAGGERED WITH A DISTANCE OF I6 INCHES B52'-0" - - (2)ROY LS ETWEEN NAILS IN A HORIZONTAL LINE; OR GIRDERS ARE 52-0 6 O /7-6 52-0 3-3/5"TRJ55LOCK SCREWS m 16"O.G. P a O G 50REWED ON(U 51PE OF MEMBER TO BE NAILED FROM EACH SIDE w/ IOd NAILS, TWO NEAR PAGE: (2)Rows 3-3/a"TRJSSLOGK SCREWS• 24"o.G. EACH END OF EACH JOIST, OTHERS STAGGERED w A I.TABULATED SPLICE LENGTHS ASSUME TOP PLATE-TO-TOP PLATE 36-O 9-O H SCREWED ON(I)51DE OF MEMBER P DISTANCE OF 52" BETWEEN NAILS IN A HORIZONTAL LINE. CONNECTION U51NO 2-Ibd NAILS PER FOOT.FOR SHORTER SPLICE THREE-PIECE LENGTHS,THE NAIL 5PACIN6 SHALL BE REDUCED IN ORDER TO 1 1. (2)ROWS 5"TRU55LOGK SCREWS• 12"O.G. PROVIDE AN EQUIVALENT NUMBER OF NAILS 40-O" 51-011/10-O 40'-C" 11-O J SCREWED ON BOTH SIDE OF MEMBER BUILT UP GIRDER P MAX.32" THREE-PIECE GIRDERS ARE TO BE NAILED w/ 20d NAILS (2)ROWS 5"TR155LOCK SCREWS m 16,O.G. ON EA. SIDE w/ TWO NEAR EA. END OF EA. PIECE, INCLUDING 2.TABULATED SPLICE LEN6TH5 A55UME A BUILDING LOCATED " : K SCREWED ON BOTH SIDE OF MEMBER INTERMIDIATE JOINTS, AND w/ THE OTHERS STAGGERED w/ IN EXPOSURE B 50-O 101-011/121-61, 50-O 13-O L (2)ROWS 5"TR155LOGK SCREWS m 24"O.C. BETWEEN vb A P15TANCE OF NOT MORE THAN 52 BETWEEN NAILS IN A 3.TABULATED SPLICE LENOTH5 ARE BA5ED ON a FOOT WALL SCREWED ON BOTH SIDE OF MEMBER E 1/4 OFA HEI6HT5 FOR OTHER WALL HEIGHTS,H,THE TABULATED UNIT b0'-O" 12'-O"/15'-0" 60'-0" I6'-0" HORIZONTAL LINE. LATERAL LOADS SHALL BE MULTIPLIED BY H/a; FOR NOTE: P FOUR-PIECE GIDER5 ARE TO BE A55EMLED AS SHOWN, AND NOTED MIN.SPLICE E LENGTH VE Kb%LL BTHE FOLLOWING FT5 MULTIPLY THE ACTOR 70'-O" 14'-O" 70'-O" DATE: 03/28/19 2 OF 5 I.BEAMS S HEADERS NOT NOTED WITH CONNECTION PATTERN ON NAILED W/ 20d NAILS AS SPECIFIED FOR THE THREE-PIECE (ADDITIONALLY,ROUND UP TO THE NEAREST FOOT): PLAN SHALL USE CONNECTION PATTERN'A'WHEN 5'OR SMALLER d CONNECTION PATTERN W WHEN 10"OR LARGER P, GIRDER. 9'WALL - 1.125 a0'-O" 1b'-O" a01-0" 22'-0" 10'WALL- 1.25 2.WHEN 5GREWIN6 OR NAILING FROM BOTH SIDES OF MEMBER- FOUR-PIECE ANCHORING: II'WALL- 1.5'75 OFFSET FASTENERS 1/2"FROM ONE SIDE TO THE OTHER BUILT UP 61RDER P 12'WALL - 1.5 THI5 COLUMN w/MULTIPLIER GIRDERS ARE TO BE SECURELY ANCHORED TO MASONRY PIERS, NAILED TO WOOD POSTS OR BOLTED TO STEEL COLUMNS. 4.TOP PLATES SHALL BE A MINIMUM OF STUD GRADE MATERIAL FOR 10'-0"WALL LC?T G<JJV RAC REOUIRED REOULATION5 DESCRIPTION AREA % LOT SGTM# 1000-�f6-I-15; LOT AREA = 20,51 i1 S.E.; R-40 COVERAOE TOTAL LOT AREA 20,5cf-1.0 S.E. MINIMUM EXIST. PROPOSED COMPLIES REQUIRED EXISTINO HOUSE -144.1 S.E. 5.6% MAX. HE I OHT 22.0' O.O' 1�.8' YES EXISTINO PORCH 4 STOOP 50.0 S.F. 0.2% o SIDE YARD 20.0' O.O' 25.0' YES PROPOSED OARAOE -744.0 S.F. B•C SETBACK TOTAL AREA OF ALL STRUCTURES 1538.1 S.F. -1.5% REAR SETBACK 10.0' 0.0' 45.0' YES MAXIMUM COVERAGE ALLOWED = 20% MAX. SQUARE 750 , FOOTAOE S.F. O.O X44.0 YES , w w LANE a _ 556 °25 '00 I I i c� I � SITE LAYOUT NOTES: Z 0 I. THIS IS AN ARCHITECTS SITE PLAN 4 15 SUBJECT TO VERIFICATION BY A LICENSED SURVEYOR. THE INFORMATION REPRESENTED ON THIS SITE PLAN 15 TO THE ARCHITECT'S BE5T OF KNOWLEDGE. ILI 2. SURVEY INFORMATION WAS OBTAINED v FROM A SURVEY DATED NOVMEBER 25, 200cf AND PREPARED BY: PECONIC SURVEYORS, P.G. P.O. BOX clOcl 0 5OUTHOLD, N.Y. Ilgrti 31.0' 25'0 TELEPHONE: (631) -765-5020 w a I CVRD. > W O G � PR®POS�D PORCH .� 20.4' " OARACE 1p W I t ® W — < ° PROJECT: th 0 KU H LMAN N ZI LL o I GARAGE GON - 635 CHURCH LANE G STOOP _ CUTCHOGUE, NY 11935 I m N DRAWING TITLE: �� II SITE PLAN N55 ° 1 cf ',5O ll PAGE: GRAVEL ROAD A-300 SITE PLAID DATE: 03/28/19 3 OF 5 0EI `B=RAE _ EXISTING TO Bf° DEMOLISHED O HARD WIRED SMOKE DETECTOR SM w/ BATTERY BACK-UP EXISTING TO Rf°MAIN Q CARBON MONOXIDE D lot NEW WOOD FRAME (L.O. GO DETECTOR y > STL. WHEN APPLICABLE) NEW PARTIAL HEIGHT HARD WIRED SMOKE AND CARBON WOOD FRAME ('L.G. STL. SM/GO MONOXIDE DETECTOR COMBO K/ BATTERY BACK-UP WHENAPPLICA15LE) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — — — W FOUNDATION WALL ® SO G.F.M. EXHAUST NE - - - - - - - - - - - - - - - - - - - - FAN w/ DAMPER I F — — — — — MIN. (2) 2"x4" STRUCTURAL 50 G.F.M. EXHAUST I ; I VNEW 8"Xl8" P. ® FL FAN 4 LIGHT GOMBP I GONG. FOOTING POST FOR 4" WALLS w/ DAMPER (MIN. (2) 2"x6" 57RUCTURAL POST FOR 6" WALLS), U.O.N. NEN 5" I I I •f I I I FOUNDATION N WALL FLOOR FLAN NOTESLLI ONE CAR _ FRAME a O x ~ GARAGE 'w DOOR NOTA_: I NEW 4" P. GONG. ': I o a ® ON SLAB Q ® aui O I. INSTALL Nl_W INTERIOR DOORS WHEN GALLED I SLAB ON 4" THICK n GRAVEL BASE ' OUT ON PLANSBY '.JELD-WEN' (OR EQUAL). 6X6-10X10 W.W.M. r _jBETWEEN CENTER s �J J 2. INSTALL N1.W EXTERIOR DOORS WHEN GALLED UPPER � OF SLAB p OUT ON PLANS BY 'THERMATRU' (OR EQUAL). SECURED IN PLACE I Q DURING POUR OVERHEAD OVERHEAD 3. DOOR TYF'E TO BE SELECTED BY OWNER I DOOR DOOR 4. INSTALL AS PER MANU 5PEG.'s WINDOW / DOOR FRAMING; I I k -400 O2 SEE PAGE A-2 FOR FRAMING ELEMENTS AROUND DOORS AND I ; . I I �• I 1 GARAGE DOOR q'-O"(4\x 8'-O"(H) i I OA ' 5E DOOR q'-O"(W)\x V-O"(H) PER MAN. SPE&S) PER MAN. 5PEC\'5) WINDOWS (T1'P. FOR ALL) U.O.N. 1 ! PROP. / f, ° I I ELECT. PANEL I I 1 I / (2) 2X12 HEADER \ / (2) 2X12 HEADER \ (2) 2X10 L-- — — — — — — — — — — — — — — — — — — — — — T — ABOVE GARAGE DOOR ABOVE GARAGE DOOR HEADER POURED CONCRETE AND STEEL REINFORCEMENT NOTES: I. ALL EXCAVATIONS SHALL NOT UNDERMINE EXIST. ADJACENT O N =�" -' — — — —q — �'� — — — �1 �" — — — — -t 11"�I�3=2 — �3= -O 71' AI' FOUNDATIONS BY AN ANOLE OF 45° PROJECTED OUTWARD AND , - DOWNWARD FROM THE BOTTOM OF EX15TINO ADJACENT FOOTIN65 cV CONCRETE APRON O, CONCRETE APRON 2. IF WATER ENCOUNTERED DURING POURING OF GONG.,EXCAVATION m SHALL BE DEWATERED„ THE POUR SITE SHALL REMAIN DRY FOR 2q'-O" ENTIRETY OF POUR CONTACT ARCHITECT WHEN WATER ENCOUNTERED D 5. POURED CONCRETE SHALL BE KEPT M015T FOR A MIN. OF 14 DAYS > > O 4. ALL FOUNDATION WORK SHALL BE 4,000 P51 POURED CONCRETE AT O O 25 DAYS AND SHALL CONFORM TO THE CURRENT AGI 518 CODE 5. ALL REINFORCEMENT EARS SHALL BE DEFORMED CARBON STEEL FOUNDATION PL.AN FIRST FLOOR PLAN A5TMA615 GRADE 60. MM FOR SLABS DO NOT NEED TO BE EPDXY COATED 50ALE: 1/4" = I'-O" SCALE: I/4" = I'-O" 6. U.O.N., REBAR LAPS SHALL BE A MIN. OF 40 DIAMETERS. ALL LAPS SHALL BE 5TA05ERED -I. PROVIDE MECHANICAL DEVICES TO HOLD STEEL d HARDWARE IN PLACE AT TIME OF POURING 4 MAINTAIN REQUIRED CLEARANCES, COVERAOES, AND PLUMBNE55 8. GEMENT SHALL CONFORM TO A5TM 0-55 FOR STANDARD WEIGHT CONCRETE 10t GUTTER 4"x5" ALUM. NEW5"x2" ALUM. HIGH POINT &UTTER (TYPJ DOWNSPOUT(TYP.) N Z I— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - - 0 U I I I � VIL I Q Lu RO � O dJ L x - x - z6X6-10X10 W.W.M. p�"t�' BETWEEN CENTER 4 '�G fY�A UPPER ; OF SLAB SECURED IN PLACE DURING POUR (2) 2"x6" P.T. SILL PLATES _ _ _ _ PON SILL SEAL UPON �r 4 POURED GONG. 4 _ NEW 2 XIO RIDGE I COPPER TERMITE SHIELD 11' _+_P05T TO RIDGE POST TO RIDGE P05T TO RIDGE SLAB 1 a" 5/8 Q> HOOKED ANCHOR BOLTS ® . °n1J ° 5q" O.G. w/5" 5OUARE WASHER d , C 7 _° ��e 6 MIL POLY - ENDNUT;ALSO SEE ANCHOR BOLT "\ MOISTU :::I RETARDER SECTION ON PAGE A-200 ®� I Q y � �a 4" GRAVEL BASE •I PITCH GRADE IL IL UPON GLEAN $< a s I COMPACT FILL °g I PROJECT: IL`• p� (2) # 5 REBAR all 8" THK. (MIN.) P. O O I CONTINUOUS GRADE BM. K U H L M A N N d) I (I) #5 REBAR (5,500 P51) i I a 601, O.G. GARAGE 1 (1) #5 BENT z I ° II BAR ® NOTE: Y I a Hyl ib" O.G. _ I. REFER TO PAGE A-200 ° ASPHALTIC z FOR NAILING AND 4 I a�y; AMP m COMPONENTS F ALL 635 CHURCH LANE PROOF I N& CUTCHOGUE L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -1 ;4ia NY 11935 M1 (2) #5 REBAR CONTINUOUS �P I Il. NEW 3"x2" ALUM. 4"x5" ALUM.-.,/ GDRAWING TITLE: UTTER #5 REBAR � FLOOR PLANS DOWNSPOUT(TYP.) &UTTER (TYP) HI5H POINT 60" O.G. 1L y -.-- _ <(> O 0 3" MIN ROOF FLAN PAGE: SCALE: 1/4" = P-O" I FOUNDA7I ON NAL.L. DETAIL. A-400 -40 50ALE: 5/4" = 1'-0" DATE: 03/28/19 4 OF 5 OE I ` DRAL 5 I �50L < I : _ EXISTING TO BE DEMOLISHED O HARD WIRED SMOKE DETECTOR SM w/ BATTERY BACK-UP EXISTING TO REMAIN O CARBON MONOXIDE ROOFING - SEE NEW WOOD FRAME (L.G. CO DETECTOR STL. WHEN APPLICABLE) N P N SH SCHEDULE NEW PARTIAL FfEIGHT 1 � HARD WIRED SMOKE AND CARBON TOP OF RIDGE SM/GO MONOXIDE DETECTOR COMBO ELEV. +�.8' WOOD FRAME (L.G. 5TL. w/ BATTERY BACK-UP — -__� x-� WHEN APPLICABLE) T NEW FOUNDATION WALL ® 50 G.F.M. EXHAUST 2 FAN w/ DAMPER 6 ® MIN. (2) 2"x4" STRUCTURAL 50 G.F.M. EXHAUST _Fl_ FAN B LIGHT GOMBP POST FOR 4" WALL5 N Aw/ DAMPER (MIN. (2) 2"x6" STRUCTURAL P05T FOR 6" WALL5), U.O.N. - TOPPLATE __..... ...... ._-._ .. " .. __._,__...._.......__«_. ...__.... .... _ ._.... . ... ..._.".. .. .. ELEV. +10.2' ---------- -_ __ c W 7A O = U = J U J TOP OF SLAB Q ELEV. +0.2' ,'Q„«, .:4 d rfs rJ:;+. ..V', v",C'' �,, '.ti4°':,...-.:ti'r`:'�`•' "e.,C:,i+ i(::••'�''•�s•a x:. E 11 «:.f .:� i•zf P":`. „St .Y.",�Yi tzi'•Ai`".�:: ..lk:, ,c"'J':'^.':.. :'k,.5.`,. c 4^' .Y.� ,`a}:w Y.iS..::3` ',r•,..,w :. ' k '�f 1 :r;:^. S•: .a.Y s',.,^:.a,°;:"�.. .,tiu r x;y:,, '+i, a..µ'.t., :e`5f_�'�'.,' ''"•�"r i'"''w w�`^:"' ~~..'• ,r,s,S.. ,.aivr:`; rb:4'- TS;.^,.•.,�YS,. ..,.r1•,' .4 5 .t•J'.+r;s`4`.,.,,n4,.. -.,=rr — ";:3-`.R-.'' 4`4~Sx'�r"'.";'ti+r•,:-s'',Y,Y'xJ;. :1!:,'1 a.5.e. .'2:., ..F�.b'a '••i'. .:.t 7 r'•�e.. F ,,'•t: AVG. GRADE •�' .x'.x. .:i,` ,t,.-,^ ','e;+'. .>.tr-. ,,,,:-•i',,,;:•;,<`•�"�ey,•',:s ..:rt:�.•s••�k:..'e'krt"•"..`,.!k",�r: a.{•'§�.'.' NEW SIDING - SEE NEW SIDING - SEE e. NOTE ® SECTION NOTE ® SECTION SOUTH ELEVATION (FRONT) SCALE: 1/4" I'-O" EA57 ELEVATION (RI OH7 SIDE) SCALE: I/4" I'-C" ROOFING - SEE NOTE ® SECTION d FINISH SCHEDULE 12 6 / z w SECTION NOTES 0 U fA .s C J,..,fra., t, '<,. ��n wx^i'•t'.: ,t., -ft:'-' :,..•�,:,r'..c,.. i. s.+'a•,%'... :i•i d .... -e .. .. .i ,.. ."a• r .,k " w, r. ,.«,...,...,. „«.. r, .. ,,.,, .. 2°: .,-l' t.a •:5`= •k° .3, S; ..s..... ,.:F. Pic.a,'v. .a ... .2. es . `, ... .,r'°. .fi i.>r, 'b b , .r r .,., x, rr.. r ,•!. xk- ,. .„r•.,.... �:,..�w•r.: ti'"'r •``.e »�:,.... ..'.t'f ....:h.. .,..a •.a 'roY^s ...ab...-. ...- '�,'',' �crx. .,;n,..... .,.>1,.� .r•c»�,w, r;.,+„. z. .r, ;4 .•ka. .< r,4`i L ~~"d'*i. bs"ro. ,•°r' c4riro .cr.R '.S.ii. '1"T•- .;:+K+r ,:`t••,•'.°y;s`,°'y vr..."•": _ f.-n.n•"• a M'i:. r•a•, <'ty`,,`ia.,,.,_".w. r:�:W ',k' -.k ',y,:, ,} F..1R 'j5, ..,Y:: !^.fP .f`� �, , u:i.to-n..h ,,.;,t' '+:'^�'.' ,.'.J,t.y ro .. .'D':r ¢4.f a w'<^�^.. ,•b;•, f .^,.16 \•D�, n.A 14r"i•��y wyre. �' [:::Y;4 .Y.. a` L ION. ''r<• �k..: ..r rr. A GON P � XTE� IOR W L TY I G L E L O " SE WRAP OR EQUAL NEW SIDING - SEE` b _ Q UPON TYVEK HOU ( ) NOTE DSEGTIONE • UPON 1/2 GDX PLYWD. SHEATHING NOTE ® SECTION (BLOCKING ® ALL PLYWD SEAMS) • 2"x4" STUDS (9) 16" O.G. w/ DBL. TOP PLATE NEST ELEVATION (LEFT SIDE) NORTH ELEVATION (REAR) 5r-.ALE: 1/4” = P-O" 5GALE: I/4" = I'-O" O TYPICAL ROOF: 4 GEILINO CONSTRUCTION: E n D • R.R., G.J., s G.'t. AS NOTED ON PLANS (a SPANS OVER 8 INSTALL X BRIDGING CENTER OF C�� ��, TOP OF RI DGE RIDGE AS PER SPAN U.O.N.) ELEV.—+1=t.8' -------------------------- PLAN t w«' I/2" PLYWOOD FINISH < * 'a • GONT. RIDGE VENT CONCEAILED w/ GAP 12 4 '' SHINGLES O � 6 R o�R cSz � , �i'� ?4a ® . 2 � �`�oT o p F'44 \�OO O ROOF RAFTERS STRAPPING DETAIL: FACIA;OR EQUAL PROJECT: SEE DETAIL ON PAGE A-500 FOR 5TRAPP I NG K U H L M A N N DETAILS AT R.R. ENDS. TOP PLATE G.J. AS PER PLAN 16" O.C. ELEV. +10.2' ----------- 3 VENTED SOFFIT GARAGE ROOFING NOTE: O I. Y2" CDX PLYWOOD SHEATHING (5LoGKIN2 @ ALL I 635 CHURCH LANE PLYWOOD SEAMS) o CUTCHOGUE, NY 11935 2. INSTALL NEW ARCHITECTURAL STYLE NEW GARAGE O '71 MBERL I NE' ASPHALT ROOF I NO SHINGLES BY 'GAF' OR EQUAL; MIN. GRADE 240#, 50 YR DRAWING TITLE: WARRANTY. FINISH TO MATCH EX I ST I NC COTTAGE ON SITE. TOP OF SLAB4" P. GONG. ELEVATIONS 5. INSTALL ICE AND WATER SHIELD FROM FASCIA ELEV. +0.2' -----� PITCH SLAB WPITCH SECTION UP TO 24" FROM INSIDE FACE OF STUD WALL ` bx&-Ioxlo W.W.M GRADE_-- AND AT VALLEYS - =I!i fl l 11 11 111=ill=1 °.. _ ,._. , ;_... — . . i im-1 I Ell I=1 11= !I ISI 1 4. INSTALL 15# BU►LD I NO FELT —1 I 1=1 I Lo I—I I I—I I I;-I 11�I€—I I ,, 1—ILI�IIO i r I 1+—'-',l I�IIIA I I-=III=III=1 I I=I lit 1 ISI 11�I 1=III=III=I{11� 5. GAP SHINGLE OYER R I DOE HIPS (AS REQ'D) —1�1- I NEW a' P. GONG- _I I IO I I.-1 11-1 11=1 —II1=1 I I= II-1 I I=1 I(-=I I 1-1 I I. I I�I I I.�111-111011�I 11=1 I �I I—1 I I 1=I I=(I 1=1�1 111-111�� 11—III=mi 1oU TATI�ON WALL I I I•: --I I 1=1 111 11=1 11-1 I I=I I 1=I I IOII=I I I=111==III=II1—11 ;,I I I-I i 111� iIII�i rl I IE iI 11�i�s I 1 ET=1(1 -i 1 I=:I! f =l I I=1 11'=11 PAGE: 6. PROVIDE RI DOE VENT (AS REQ'D) I I OI 11 -„-,„--rte_ O_ 1 1111_1 I fel I C=1 I I 11-1 11-1 I I I F::9 ,: -I 1 E-1 11—III 14„ GRAVEL BASE;wi 6 I111- -r. FLASH ALL VALLEYS =1T= I O 11=i��=i C�II=`'s . • A I I-1 I iI I i I 1=Ii.21-111 =1 �7-7�I1- I 1=1 I�-Ery�I II I I"MIL POLY VAPOR I I=I I = :• _I f �T�l E I — , ___ � i�.��'- —I 1 =111 -111 1 I 1=I OI I RETARDER ABOVE 8. INSTALL DRIP EDGE AS REQ D I — _ ii E 1I III— I III— I—.I 1=1 — —I 11 TIS.--I I I-II 1 I---(I I.�—�I I—I 1 Ipll�11-�1�- 1 —I 11= I ,O I� 1_111—►1I, -500 i NEW 8"X16"P. 1. INSTALL ALL AS PER MANU. SPEC. s —VISI! —III—II —111=1 - I—I1I_=1TI T-1IO � 1 1II;111-INTI-II- _ 11-1I1�III—! =III-1 I I-1 I I:-II�1 I -1(I-1coNG. FooTiNGrI{1=1 I i=1 I I=III•=1 .== —1 11'�1 I I—I I OI I I=1.12!I---I 1 I=111=1 I INI 11—I • 1=111.=1I I-111=�.1,=1 I I�` I I-"I!I�-"1 I i���1 I I=1 I I�: ` =1 O�I I I`f-TF-1 I�11 I-=1 I I=i 11�=2 SIDING NOTE: — II=VIIII�I.IIOII=III= — ^II1- I :Illsll- O I. INSTALL NEW (VINYL SIDING _ 111-111 — DATE: 03/28/19 501175 2. "TYVEK" HOUSE WRAP (OR EQUAL) 5. INSTALL ALL AS PER MANU. SPEC.'s 5EG7ION A/A-- 4.00 4. PROVIDE ALL NECESSARY TRIM